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Updated dates
Tender Value
₹22.3 L
EMD Value
₹50,000
Closing Date
29 Jun 2026, 6:00 pm3d left
Similar tender results from the same govt authority in the past 3 years.
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP
ASSI.EXECUTIVEENGINEER LID EW DIVISION IDUKKIGP PAINAVU
Annual Plan-IDP - MODEL ANGANVADI- MEPPARA ANGANVADI- NO.30 IN VANDENMEDU GP -idp-6/2025-General Civil Work
2026_LSGD_855466_24
03 lT / AEE/IID EW / IDK / 2oz 6-2027
Open Tender
Civil Works - Others
240 days
VANDENMEDU GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
15 Jun 2026
15 Jun 2026
1 Jul 2026
15 Jun 2026
29 Jun 2026
15 Jun 2026
15 Jun 2026 - 29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Anganwadi Construction | ||||||
| 1.001 | 2.6.1: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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD170615/2025-2026:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in
rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and
filling the gap with cement grout( 0.10kg/each) etc complete. | - | Each roll | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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