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Tender Value
Refer Docs
EMD Value
₹30,000
Closing Date
8 Jul 2026, 6:00 pm5d left
EXECUTIVE ENGINEER RandB LOLAB
EXECUTIVE ENGINEER RandB LOLAB
UPGRADATION/RENOVATION OF DOUBLE BEDROOM HUT AT KRUSAN LOLAB .
2026_PWDJK_313947_4
NIT 13
Open Tender
Civil Works
30 days
Lolab
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive enginner RnB Lolab
₹30,000
29 Jun 2026
29 Jun 2026
9 Jul 2026
29 Jun 2026
8 Jul 2026
29 Jun 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 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. 2.7.1 All kinds of soil : | - | Cum | - | - |
| 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 : | - | Cum | - | - |
| 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. | - | Cum | - | - |
| 4 | Supply and filling in plinth with fine sand under floors incl. watering, raming consolidations, dressing etc.incl.all carriages upto site of work complete. | 1 | Cum | - | - |
| 5 | Providing and laying of dry stone soling by way of nallah boulders size on leveL (hand packed) watering, ramming, complete below foundation and rooms incl. carriage of all materials | 1 | Cum | - | - |
| 6 | S/L of good earth free from foreign materials like khak bajri, treee roots etc, Breaking clods, banking in layers not exceeding 20cm in depth rolling each deposited layer with mechanical hand compaction obtain required proctor density, shaping of dykes(incl proctor density Test and permeability test) incl all types of carriage and royality of material involved complete as per directions of EIC | 1 | Cum | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering incl. all carriages of material to site of work 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Crusher. | - | Cum | - | - |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Crusher incl. all carriages of material upto site of work. | - | Cum | - | - |
| 9 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, . All works upto plinth level
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Crusher. Incl. all carriage upto site of work. | 1 | Cum | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. As per directions of Engineer-in-Charge. | - | Kgs | - | - |
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