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Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
13 Jun 2026, 5:00 pm4d left
office of the Executive Engineer PMGSY Div MDR
office of the Executive Engineer PMGSY Div MDR
Please refer in boq
2026_JKRRD_148207_2
EE/PMGSY/MDR/08 OF 2026-27 DT. 08-06.2026
Open Tender
CIVIL
60 days
Mendhar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
office of the Executive Engineer PMGSY Div MDR
₹20,000
Yes
8 Jun 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
13 Jun 2026
8 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means(Hydraulic excavator) in trenches for foundation, drains, pipes, cables etc.(not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sites and ramming of bottoms lift upto 1.5mtr, including getting out excavated earth and disposal of surplus excavated earth as directed , within a lead of 50mtrs: 2.9.1. All kind of soils | - | Cum | 256.85 | - | BI01010001010000000000000515BI0100001117 |
| 2 | Felling trees of the 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 material.
a). Beyond 30 cm girth upto and including 60 cm girth. | - | each | 379.05 | - | BI01010001010000000000000515BI0100001118 |
| 3 | Earthwork in bulk excavation by Mechanical means(hydraulic excavator) over areas ( 30cm in depth ,1.5 m in width as well as 10 m2 on plan0including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer -in- charge. (a) All kinds of soil | - | Cum | 187.3 | - | BI01010001010000000000000515BI0100001119 |
| 4 | (b) Ordinary Rock | - | Cum | 392.8 | - | BI01010001010000000000000515BI0100001120 |
| 5 | (c) Hard Rock (requiring blasting ) | - | Cum | 687.1 | - | BI01010001010000000000000515BI0100001121 |
| 6 | (d) Hard Rock (blasting prohibited) | - | Cum | 1,128.75 | - | BI01010001010000000000000515BI0100001122 |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth:
(1) 7.3.1 With bond stone.
(2) 7.3.2 Without bond stone | - | Cum | 3,262.1 | - | BI01010001010000000000000515BI0100001123 |
| 8 | Backfilling behind return wall /B/wall / Create Work complete job 50 % Stone & 50 % Earth including Carriage with complete Job | - | Cum | 578.15 | - | BI01010001010000000000000515BI0100001124 |
| 9 | 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. Non-pressure NP-3 class (Medium duty) R.C.C. pipes
A) 450 mm dia. R.C.C. pipe | - | Mtr | 2,008.8 | - | BI01010001010000000000000515BI0100001126 |
| 10 | B) 600 mm dia. R.C.C. pipe | - | Mtr | 2,415.8 | - | BI01010001010000000000000515BI0100001127 |
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