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Tender Value
₹5.1 Cr
EMD Value
₹10.2 L
Closing Date
12 Jun 2026, 4:30 pm6d left
Superintending Engineer PMGSY Circle Baramulla
Superintending Engineer PMGSY Circle Baramulla PWD R and B Comple Baramulla
Construction and maintenance of road from L066 Link Road Bandi Bala Takya Yousuf Shah RD 250 Mtrs. to Bandibala Wahijabad Length 1 80 Kms Stage Complete Carriageway width 3 75Mtrs PMGSY IV Batch I 2026 27 Package No JK034001 PMGSY Division Baramula
2026_KSRRD_147705_3
NIT 02
Open Tender
Civil Works - Roads
548 days
Baramlla
Please refer Tender documents.
22 documents required · 22 mandatory
₹10,000
₹10.2 L
PWD R and B Complex Baramulla
19 May 2026
19 May 2026
13 Jun 2026
19 May 2026
12 Jun 2026
26 May 2026
25 May 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 | Site Clearance | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Lead upto 100 m | - | - | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Girth 300 mm -600mm | 45 | No's | 426.38 | ₹19,187.1 | BI01010001010000000000000515BI0100001118 |
| 4 | Girth 600 mm -900mm | 35 | No's | 693.9 | ₹24,286.5 | BI01010001010000000000000515BI0100001122 |
| 5 | Earth Work | - | - | - | - | BI01010001010000000000000515BI0100001123 |
| 6 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 9,577 | Cum | 77.2 | ₹7,39,344.4 | BI01010001010000000000000515BI0100001125 |
| 7 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. By Mechanical Means | 600 | Rm | 27.28 | ₹16,368 | BI01010001010000000000000515BI0100001126 |
| 8 | Pavement | - | - | - | - | BI01010001010000000000000515BI0100001127 |
| 9 | Preperation of sub grade compacting original ground supporting sub grade Loosening of the ground upto a level of 300mm below the sub grade level, watered , graded & compacted in layers to meet requirement of tables 300.1 and 300.2 for sub garde construction as per techincal specification clause303.5.2. | 840 | Cum | 71.45 | ₹60,018 | BI01010001010000000000000515BI0100001128 |
| 10 | Construction of Granular Sub-Base/base/surface course with localmaterials (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408, (Using natural occuring gravel) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) | 2,268.6 | Cum | 1,789.19 | ₹40,58,956.43 | BI01010001010000000000000515BI0100001129 |
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BOQ_230558.xls
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SBD_JK034001.pdf
Tender Documents • 1.85 MB
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Additional Documents • 0.51 MB
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