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Tender Value
Refer Docs
EMD Value
₹7,500
Closing Date
30 Sept 2026, 1:30 pm3d left
Executive Engineer
UPSCIDCO JHANSI/ORAI
Construction of Toilet at Pt. Deen Dayal Upadhyay Govt. Model Inter College Piprayan Kadaura, Distt. Jalaun, under samagra siksha (Madhymik) 2025-26
2026_SCIDC_1188832_1
139/EE/ORAI/ET/2026-27
Open Tender
Civil Works - Others
Percentage
120 days
Pt. Deen Dayal Upadhyay Model GIC Piprayan Kadaura
Please refer the tender documents
2 documents required · 2 mandatory
₹826
Yes
UPSCIDCO
₹7,500
Yes
23 Sept 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
23 Sept 2026 - 30 Sept 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 Toilet | |||||
| 1.01 | Cleaning of jungle i/c rank vegetation, grass ,bush, wood trees and sapling of girth upto 30.0 cm. Measured at a height of 1.00 mtr. Above ground level & removal of rubbish up to a distance of 50.0 mtr. Outside the periphery of area cleared. | 81 | sqm | 12.17 | ₹986.09 |
| 1.02 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level,INCLUDING the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). PILE | 1.36 | cum | 6,257.17 | ₹8,509.74 |
| 1.03 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level,INCLUDING the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). RCC Work in grid beam in 1:1.5:3 | 1.54 | cum | 6,257.17 | ₹9,636.03 |
| 1.04 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level,INCLUDING the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). RCC work in Column | 0.75 | cum | 7,958.63 | ₹5,937.14 |
| 1.05 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level,INCLUDING the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). R.c.c.work in lintel,sun shade in mix M20 in 1:1.5:3 c:sand:stone grit | 0.66 | cum | 7,958.63 | ₹5,228.82 |
| 1.06 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level,INCLUDING the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). R.c.c.work in slab in mix M20 ie.1:1.5:3 c:sand stone grit in slab and beam | 1.98 | sqm | 7,958.63 | ₹15,750.14 |
| 1.07 | Providing cutting bending Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | 608.65 | KG | 74.6 | ₹45,406.58 |
| 1.08 | Brick work in 1:4 c:sand mortar in 115mm thick wall in grid bam curtain on edge | 0.44 | cum | 5,098.46 | ₹2,263.72 |
| 1.09 | brick work in foundation in 1:6 c:sand mortar Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in : | 0.92 | cum | 5,098.46 | ₹4,670.19 |
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