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Tender Value
₹37 L
EMD Value
₹3.7 L
Closing Date
6 Oct 2026, 12:00 pm7d left
S.E, Jhansi Circle, P.W.D., Jhansi
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
Construction of a gang hut and boundary wall at the pontoon bridge located at Parichha Ghat in Chirgaon Development Block, Jhansi district
2026_CEJNS_1190670_2
6608/44 C-Jhansi Circle/26 Date 10.09.2026
Open Tender
Civil Works - Buildings
Fixed-rate
90 days
Jhansi
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,050
₹3.7 L
Yes
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
28 Sept 2026
28 Sept 2026
6 Oct 2026
28 Sept 2026
6 Oct 2026
28 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 |
|---|---|---|---|---|---|
| 1 | Site clearance and devlopment as directed by E/I. | 1 | Job | 20,000 | ₹20,000 |
| 2 | 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 for all lift, as directed by Engineer-in-charge. (As per DSR- 2.6.1) | 71.77 | Job | 116.13 | ₹8,334.65 |
| 3 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300 mm dia piles- (As per DSR -20.3.1) | 315 | RM | 2,006.54 | ₹6,32,060.1 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (As per DSR-2.27) | 20.76 | cum | 1,390.01 | ₹28,856.61 |
| 5 | 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) (As per DSR-4.1.8) | 20.76 | cum | 4,458.53 | ₹92,559.08 |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement in 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) (As per DSR-5.1.2) | 52.68 | cum | 5,920.63 | ₹3,11,898.79 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (Mild steel and Medium Tensile steel bars).DSR 5.22.6 | 6,203.07 | Kg | 70.62 | ₹4,38,060.8 |
| 8 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources). (As per DSR- 4.10) | 78.6 | Sqm | 268.92 | ₹21,137.11 |
| 9 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:4 (1 cement : 4 coarse sand) (As per DSR-6.34.1.) | 160.61 | cum | 5,866.01 | ₹9,42,139.87 |
| 10 | 12 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand).(As per DSR 13.1.1. ) | 1,630.03 | Sqm | 227.17 | ₹3,70,293.92 |
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