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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Technical | -26.00% | ₹1.7 L | L1 | Admitted-Technical Responsive |
| 2 | L2₹1.8 L+₹8,665.53 (5.00%)Admitted-Technical | -22.30% | ₹1.8 L+₹8,665.53 (5.00%) | L2 | Admitted-Technical Responsive |
| 3 | L3₹1.9 L+₹14,052.22 (8.11%)Admitted-Technical | -20.00% | ₹1.9 L+₹14,052.22 (8.11%) | L3 | Admitted-Technical Responsive |
| 4 | L4₹2.1 L+₹34,849.51 (20.1%)Admitted-Technical | -11.12% | ₹2.1 L+₹34,849.51 (20.1%) | L4 | Admitted-Technical Responsive |
Tender Value
₹2.8 L
EMD Value
₹5,500
Closing Date
31 Mar 2026, 10:00 amClosed
Executive Engineer PMGSY Div. Ang.
Office of Executive Engineer PMGSY Div. Ang. near R and B Complex Khanabal
Halkhah to Choontihal Package No.JK01-85- Block Chittergul
2026_KSRRD_147022_5
30/PMGSY/ANG/202526/ETendering of Dated 16-03-2026
Open Tender
CIVIL
Percentage
Anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
Executive Engineer PMGSY Div. Ang.
₹5,500
7 Apr 2026
18 Mar 2026
31 Mar 2026
18 Mar 2026
31 Mar 2026
18 Mar 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 | Crate Protection | - | - | - | - |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
All kinds of soil : | 16.32 | Cum | 164.22 | ₹2,680.07 |
| 3 | Providing and Laying of stone boulders/sirst class bedding nominal size 225mm Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job. (Finished work to be measured). | 2.04 | Cum | 1,367.31 | ₹2,789.31 |
| 4 | Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wire-crates ncluding cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) | 57.51 | Cum | 2,930.02 | ₹1,68,505.45 |
| 5 | Add Cost of wire crates of approved mesh size and material using 3 mm dia wire.Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job. | 195.84 | Sqm | 182.2 | ₹35,682.05 |
| 6 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material), including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) | - | Cum | 1,367.31 | - |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:M-15 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured).(Concrete band over crates) | 1 | Cum | 6,402.46 | ₹6,396.06 |
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tech_eval.pdf
finance_228373.pdf
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BOQ_228373.xls
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