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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 CrAccepted-AOC 0 | NA | NA | 121004 | ₹8.5 Cr Quoted ₹7.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹7.8 Cr+₹56.7 L (7.88%)Rejected-Finance BATPORA HAIHAMA KUPWARA | KUPWARA | JAMMU AND KASHMIR | 193221 | ₹7.8 Cr+₹56.7 L (7.88%) | L2 | Rejected-Finance L2 |
| 3 | L3₹8.5 Cr+₹1.3 Cr (18.0%)Rejected-Finance BONAGUND VERINAG ANANTNAG J K 192212 | ₹8.5 Cr+₹1.3 Cr (18.0%) | L3 | Rejected-Finance L3 |
| 4 | L4₹8.7 Cr+₹1.5 Cr (21.3%)Rejected-Finance | ₹8.7 Cr+₹1.5 Cr (21.3%) | L4 | Rejected-Finance L4 |
| 5 | L5₹9.2 Cr+₹2.0 Cr (27.8%)Rejected-Finance R O PARAYPORA THEYAN KALAROOCH KUPWARA | KUPWARA | JAMMU AND KASHMIR | 193221 | ₹9.2 Cr+₹2.0 Cr (27.8%) | L5 | Rejected-Finance L5 |
Tender Value
₹12.7 Cr
EMD Value
₹25.4 L
Closing Date
10 Jun 2026, 4:30 pmClosed
Chief Engineer PMGSY Kashmir
Engineering Complex Bund Road near Govt. Silk factory Showroom Rajbagh Srinagar-190008
Construction and maintenance of road from L027 KM 7th of L14 to Khan Mohalla Bosgay via Jari to Jouji, L.5.725KM, Stage Complete, Carriageway width 3.75Mtrs , PMGSY-IV (Batch-I, 2026-27) (Waste Plastic Technology),P.No. JK15-4026, PMGSY Div Bandipora
2026_KSRRD_147680_1
JK154026
Open Tender
CIVIL
Percentage
548 days
Bandipora
Please refer Tender documents.
21 documents required · 21 mandatory
₹20,000
₹25.4 L
Office of Chief Engineer PMGSY Kashmir
17 Jul 2026
18 May 2026
11 Jun 2026
19 May 2026
10 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 |
|---|---|---|---|---|---|
| 1 | SITE CLEARENCE | - | - | - | - |
| 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 | - | - | - | - |
| 3 | Girth above 300 mm to 600 mm | 20 | No | 426.38 | ₹8,527.6 |
| 4 | Girth above 600 mm to 900 mm | 10 | No | 693.9 | ₹6,939 |
| 5 | Girth above 900 mm to 1800 mm | 10 | No | 1,445.45 | ₹14,454.5 |
| 6 | EARTH WORK | - | - | - | - |
| 7 | a) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 1,17,071.39 | Cum | 165.8 | ₹1,94,10,436.46 |
| 8 | b) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. (finished work to be measured). | 9,873.49 | Cum | 290.35 | ₹28,66,767.82 |
| 9 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5(finished work to be measured). | 7,052.49 | Cum | 682.66 | ₹48,14,452.82 |
| 10 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20m as per Clause 1603.2. loading and disposal of cut rock with a lift upto 1.5 m and leads (finished work to be measured). | 5,853.57 | Cum | 485.25 | ₹28,40,444.84 |
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tech_eval.pdf
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