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Tender Value
₹55.5 L
EMD Value
₹1.1 L
Closing Date
28 Sept 2026, 4:00 pm
Executive Engineer RandB Division Baramulla
Executive Engineer RandB Division Baramulla
Upgradation of Khaitangan inner links
2026_PWDJK_323796_2
100/6755-64/2026-27/RnB/Bla Dated 07.09.2026
Open Tender
Civil Works
Percentage
300 days
Baramulla
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,600
Executive Engineer RandB Division Baramulla
₹1.1 L
8 Sept 2026
8 Sept 2026
29 Sept 2026
8 Sept 2026
28 Sept 2026
9 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 |
|---|---|---|---|---|---|
| 1Pavements | |||||
| 1.01 | Supply & spreading of GSB/Nallah Muck to specified lines ,grades & cross sections including watering dressing and consolidation with power road roller (8-10) ton capacity to reqired gradient and camber with loading unloading cost and carriage of materials upto site of work complete job as per relevant clause of MORTH specification. | 1,916.25 | Cum | 1,100 | ₹21,07,875 |
| 1.02 | Supply and stacking at site Graded Crushed stone aggregrate of size 63mm -45 mm and stone screening of size 13.2 mm nominal size (type A) moorum (Khakbajree) incld laying ,spreading and compacting stone aggregrate of specified sizes to WBM specifiacations in uniform thickness (75 mm compacted ) ,hand picking ,rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber ,applying and brooming requisite type of screening /binding material to fill up interstices of course aggregrate ,watering and campacting to the required density incld all carriages and costs from approved source to site of work complete (crushed from Broken Quarry). | 958.13 | Cum | 2,400 | ₹22,99,512 |
| 1.03 | Providing & laying of RCC spun pipes in position including earth work in excavation laying of pipes in position, testing jointing & re-filling of excavated materials, providing sufficient cushions over pipes including loading, unloading, & all carriages upto site of work complete. | - | - | - | - |
| 1.04 | 12'' dia | 14.58 | RM | 2,500 | ₹36,450 |
| 1.05 | 18'' dia | 9.72 | RM | 4,500 | ₹43,740 |
| 2Cement concrete Drain | |||||
| 2.01 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil : | 164.61 | Cum | 256.85 | ₹42,280.08 |
| 2.02 | Supply and filling of dry stone soling in foundation trenches/under floors tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete | 21.24 | Cum | 1,000 | ₹21,240 |
| 2.03 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) including all carriages. | 15.93 | Cum | 5,202.9 | ₹82,882.2 |
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