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Tender ID
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
27 Apr 2026, 4:00 pmClosed
XEN PWD REASI
XEN PWD REASI
MACADAMIZATION /POT HOLE WORKS INCLUDING ALLIED WORKS ON VARIOUS ROADS IN PWD (RandB) SUB DIVISION REASI ( UNDER STAGE CONTRACT UPTO 03/2027).
2026_PWDJK_307998_1
Fresh e-NIT No.05 of 2026-27 Dated 16-04-2026
Open Tender
Civil Works
Percentage
365 days
Reasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
XEN PWD REASI
₹50,000
17 Apr 2026
17 Apr 2026
28 Apr 2026
17 Apr 2026
27 Apr 2026
17 Apr 2026
17 Apr 2026 - 27 Apr 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 excavation by mechanical 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 50m from cutting edge. All kinds of soil | - | cum | - | - |
| 2 | 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) | - | cum | - | - |
| 3 | 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) | - | cum | - | - |
| 4 | Hand Packing stone filling behind R wall/ C. Concrete and other areas including supply of stone | - | cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | - | sqm | - | - |
| 6 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete | - | Rmt | - | - |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations,road embankment 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 | - | - |
| 8 | Providing and Laying River Bed Material free of organic material mix with coarse agg. Round nallah Shingle max. agg. Size 75mm including carriage from source of supply to site of work including consolidation with power road roller 8 to 10 tonne capacity and spreading watering complete. | - | Cum | - | - |
| 9 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and
finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).
Note: Cement content considered in this item is 303 kg/ cum Excess/less cement used as per design mix is payable/recoverable separately | - | Cum | - | - |
| 10 | Surface dressing one coat on old surface with bitumen of specified grade at a rate of 1.22kg/sqm of surface area with 1.10 cum. of stone chippings 11.2 mm nominal size per 100 sqm of road surface including
consolidation with road roller of 6 to 8 tonne capacity etc. complete. Using bitumen emulsion ( minimum 50% bitumen content -RS grade conforming to IS: 8887) | - | Sqm | - | - |
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