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Tender Value
₹26.2 L
EMD Value
₹53,000
Closing Date
6 Aug 2026, 12:00 pm5d left
E.E.R.E.D. VIKAS BHAWAN HARDOI
E.E.R.E.D. VIKAS BHAWAN HARDOI
100 SAIYA SANYUKT CHIKITSALAYA HARDOI ME 10 BED KE TRIAS AREA KA NIRMAN KARYA
2026_REDUP_1173101_1
LETTAR NO 865 DATE 02.07.2026
Open Tender
Electrical Works
Percentage
90 days
HARDOI
100 SAIYA SANYUKT CHIKITSALAYA HARDOI ME 10 BED KE TRIAS AREA KA NIRMAN KARYA
2 documents required · 2 mandatory
₹944
₹53,000
Yes
29 Jul 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
6 Aug 2026
29 Jul 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 |
|---|---|---|---|---|---|
| 1 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per SI.No. 2.31 | 140.25 | Sqm | 12.29 | ₹1,723.67 |
| 2 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 | 63.78 | Cum | 181.75 | ₹11,592.02 |
| 3 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration as per SI.No. 2.35.3.1 | 140.25 | Sqm | 216.5 | ₹30,364.13 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a) | 65.33 | cum | 489.13 | ₹31,954.86 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SI no 2.27 | 14.28 | cum | 1,482.91 | ₹21,175.95 |
| 6 | 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 | 24.11 | cum | 4,756.48 | ₹1,14,678.73 |
| 7 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 | 24.2 | cum | 4,980.09 | ₹1,20,518.18 |
| 8 | 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 | 4.54 | cum | 6,316.2 | ₹28,675.55 |
| 9 | 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2 | 1 | cum | 6,316.2 | ₹6,316.2 |
| 10 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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) Above Plinth Lvl as SI No-5.2.2 | 2.27 | cum | 7,578.07 | ₹17,202.22 |
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