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Tender Value
₹5.8 Cr
EMD Value
₹11.6 L
Closing Date
3 Jul 2026, 2:00 pm
Ex. Engineer R and B Division Shopian
Shopian
Construction of road from District Hospital to NH444.
2026_PWDJK_312166_1
15/1767-77/RnB/SPN/e-tender of 11-06-2026
Open Tender
Civil Works
540 days
Shopian
Please refer Tender documents.
16 documents required · 16 mandatory
₹8,500
bearing Account Number 0470010200000099
₹11.6 L
Superintending Engineer PWD (RnB) Circle Pulwama/S
11 Jun 2026
11 Jun 2026
4 Jul 2026
12 Jun 2026
3 Jul 2026
12 Jun 2026
13 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 |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.01 | Felling trees of the girth Beyond 30 cm girth upto and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge | - | Nos | 0.6 | - |
| 1.02 | Felling trees of the girth Beyond 60 cm girth upto and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge | - | Nos | 1 | - |
| 1.03 | Felling trees of the girth Beyond 120 cm girth upto and including 240 cm girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable as per direction of Engineer-in-charge | - | Nos | 1 | - |
| 1.04 | 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 and in proper position/ grade including providing of required quantity of RBM over and under pipes as cushion including cost and carriages of pipes, RBM, loading, unloading complete.Non-pressure NP-4 class (Medium duty) R.C.C. plpes, 600 mm dia. R.C.C. pipe | - | RM | 0.6 | - |
| 1.05 | Earth work in excavation all kinds of soil by mechinical means in trenches for foundations, etc. including dressing of sides and ramming of bottoms, all leads, lift including getting out excavated earth and disposal of surplus excavated earth as per the directions of Engineer In-Charge complete | - | Cum | 0.6 | - |
| 1.06 | 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 | 0.8 | - |
| 1.07 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | 1 | Sqm | 0.6 | ₹0.6 |
| 1.08 | Supplying, laying of RBM of specified grading, including sorting, spreading to template, watering and consolidation to required gradient and chmaber with 80-100KN road roller including all leads, lifts, loading, unloading carriage of all materials Complete | 1 | Cum | 0.8 | ₹0.8 |
| 1.09 | supplying and stacking, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber applying and brooming 13.2 mm type A screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness) including all leads, lifts, loading, unloading carriage of all materials Complete | - | Cum | 0.4 | - |
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