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Tender Value
Refer Docs
EMD Value
₹18,447
Closing Date
20 Jun 2026, 3:00 pm3d left
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER GURUVAYUR DEVASWOM GURUVAYUR
PROVIDING TEMPORARY PANDAL AT VRIDHAVAN PADDOCK,- VENGAD
2026_GD_855761_1
E62299/2026
Open Tender
Civil Works - Others
30 days
GURUVAYUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,630
₹18,447
12 Jun 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
20 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1APPENDIX A | ||||||
| 1.001 | OD66462/2026-2027:Providing Front end loder 1cum bucket capacity (Incl POL) | - | hour | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD66517/2026-2027:Hire and labour for providing putting up a pandal for a period of 10 days with GI post @ 3 m c/c distance,,steel truss,purlin including clamp to connect roofing with GI corrugated sheet 0.40mm thick including dismatling after use.
Galvanised steel corrugated sheets
0.40mm Thick 11.50sqm Galvanised Steel Corrugated Sheet @ 5% as Hire Value (4.65Kg/sqm), Actual rate = 6000, Here considering the rate = 6000*0.5348*5% = 160.44
Rent for post , steel Trusses and purlin etc (@16 2/3 % value as hire), Actual rate =50, considering the rate= 1(50*16^2/3%)% = 8.33 | - | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD66518/2026-2027:Hire and labour for providing for putting up a pandal for a period of additional 80 days with GI post @ 3m C/C distance , steel trusses, purlin including clamp to connect roofing with GI corrugated sheet 0.40mm thick including dismantling after use.
For 1 m^2 = (83.3+160.44)/10 =24.374 Rent for 1 day =24.374/(10)= 2.44/m^2 | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | - | - | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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