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Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
12 Jun 2026, 4:30 pm5d left
Suprintending Engineer PMGSY Ciircle Baramulla
Superintending Enginer PMGSY Circle Bla R and B complex Baramulla
Construction and maintenance of road from L035 Haril Lahikot Road Km 3rd Bandi to Nandpora Length 1 50 Kms Stage Complete Carriageway width 3 75Mtrs PMGSYIV BatchI 2026 27 Waste Plastic Package No JK084503 PMGSY Division Handwara
2026_KSRRD_147702_2
02/SE/PMGSY/ BLA/E-TENDERING OF 2026-27
Open Tender
Civil Works - Roads
548 days
Handwara
Please refer Tender documents.
22 documents required · 22 mandatory
₹10,000
₹8.6 L
Office of Superintending Enginer PMGSY Circle Blr
18 May 2026
18 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 | 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 (Finished work to be measured) | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | 300 - 600 mm Girth | 40 | No | 426 | ₹17,040 | BI01010001010000000000000515BI0100001113 |
| 3 | 600-900mm girth | 10 | No | 693.9 | ₹6,939 | BI01010001010000000000000515BI0100001114 |
| 4 | 900-1800mm girth | 4 | No | 1,445.4 | ₹5,781.6 | BI01010001010000000000000515BI0100001115 |
| 5 | Part B Construction of Embankment | - | - | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | Excavation in Soil in hilly areas by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20m as per technical specification clause 1603.1.(Item No 8.3(11)A,(Finished work to be measured) | 8,039.59 | CUM | 165.81 | ₹13,33,044.42 | BI01010001010000000000000515BI0100001117 |
| 7 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Finished work to be measured) | 1,554.7 | cum | 75.32 | ₹1,17,100 | BI01010001010000000000000515BI0100001118 |
| 8 | Construction of unlined surface drain of average cross sectional area 0.4 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 50m (average lead 25 m) .as per technical specificaions clause 307. Mechanical means. (Finished work to be measured)3.19(1) B, | 1,500 | Rm | 27.28 | ₹40,920 | BI01010001010000000000000515BI0100001119 |
| 9 | Part B) Pavenent | - | - | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | Preparation of Subgrade :-Loosening of the ground upto a level of 300 mm below the subgrade level,watered, graded and compacted in layers to meet requirement of Tables300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. (Finished work to be measured) | 1,920.51 | CUM | 71.45 | ₹1,37,220.44 | BI01010001010000000000000515BI0100001121 |
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BOQ_230546.xls
BOQ • 0.40 MB
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