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Tender ID
Tender Value
₹39.6 L
EMD Value
₹79,000
Closing Date
2 Apr 2026, 4:00 pmClosed
Executive Engineer PMGSY Div. Ang.
Office of Executive Engineer PMGSY Div. Ang. near R and B Complex Khanabal Anantnag.
Panzgam to Krethal Package No.JK01394 Block Breng
2026_KSRRD_147041_7
31/PMGSY/ANG/202526/ETendering of Dated 18-03-2026
Open Tender
CIVIL
Percentage
60 days
Anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
Executive Engineer PMGSY Div. Ang.
₹79,000
20 Mar 2026
20 Mar 2026
3 Apr 2026
20 Mar 2026
2 Apr 2026
20 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 |
|---|---|---|---|---|---|
| 1PCC Edge Wall | |||||
| 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 : | - | Cum | 164.22 | - |
| 3Providing and Laying of (Ist class) bedding on well compacted sand mooum of approved granular material (Boulder) as per clause 1105(II). Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job. (Finished work to be measured). | |||||
| 4 | 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-10 1:3:6(1 cement : 3 coarse sand : 6 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). | - | Cum | 5,695.32 | - |
| 5 | 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). | - | Cum | 6,437.42 | - |
| 6FORM WORK:-Centering and shuttering including strutting, propping etc. and removal of form work for 4.6.2 retaining walls,return walls walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). | |||||
| 7Providing weep holes in plain/reinforced cement concrete abutment, wing wall & return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204. 3.7 Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). | |||||
| 8Pavement Restoration patches | |||||
| 9 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mm to
0.075 mm ) having CBR Value-20. Including cost of form work Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). | - | Cum | 1,954.87 | - |
| 10Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as perspecifications and directions of Engineer-in-Charge. Including cost of form work Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). | |||||
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