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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹80.4 LAdmitted-Finance | -1.00% | ₹80.4 L | L1 | Admitted-Finance |
| 2 | L2₹81.2 LAdmitted-Finance | +0.00% | ₹81.2 L | L2 | Admitted-Finance |
Tender Value
₹81.2 L
EMD Value
₹1.6 L
Closing Date
19 May 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer PWD RnB Division Marwah
CONSTRUCTION OF HIGH SCHOOL LOPARA BUILDING UNDER LADP PLAN OF PAKAL DUL HEPP RR PLAN
2026_PWDJK_309826_1
e-NIT No.03 of 2026-27 dated 12-05-2026
Open Tender
Civil Works
365 days
Marwah
CONSTRUCTION OF HIGH SCHOOL LOPARA BUILDING UNDER LADP PLAN OF PAKAL DUL HEPP RR PLAN
2 documents required · 2 mandatory
₹1,500
Executive Engineer PWD RnB Division Marwah
₹1.6 L
Executive Engineer PWD RnB Division Marwah
23 May 2026
12 May 2026
20 May 2026
12 May 2026
19 May 2026
12 May 2026
14 May 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 |
|---|---|---|---|---|---|
| 1Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | |||||
| 1.01 | All kind of soil | 54.38 | Cum | 592.9 | ₹32,241.9 |
| 1.02 | Ordinary Rock | 13.59 | Cum | 940.3 | ₹12,778.68 |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : | 113.84 | Cum | 479.3 | ₹54,563.51 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 61.34 | Cum | 218.4 | ₹13,396.66 |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 21.62 | Cum | 6,591.25 | ₹1,42,502.83 |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 9.81 | Cum | 5,733.6 | ₹56,246.62 |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 27.55 | Cum | 4,826.5 | ₹1,32,970.08 |
| 7 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete | 31.49 | Sqm | 572.8 | ₹18,037.47 |
| 8 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)works upto plinth level | 42.58 | Cum | 7,788.4 | ₹3,31,630.07 |
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