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Tender Value
₹10.2 L
EMD Value
₹20,000
Closing Date
8 Jul 2026, 4:00 pmClosed
Executive Engineer PMGSY Division Anantnag
Office of the Executive Engineer PMGSY Div Ang near R and B Complex Khanabal Anantnag
Kapran to Hangipora
2026_KSRRD_148536_14
5/PMGSY/ANG/2026-27/ETendering of Dated 30-06-2026
Open Tender
CIVIL
Percentage
30 days
Anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Office of the Executive Engineer PMGSY Div. Ang.
₹20,000
1 Jul 2026
1 Jul 2026
9 Jul 2026
2 Jul 2026
8 Jul 2026
2 Jul 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 | Rigid pavement | - | - | - | - |
| 2 | Dismantling of existing stractures like culverts ,bridges ,retaning walls and other stractures comprosing f masonary.cement concrete ,wood work , steel work including T&P and sacffolding whereever necessary ,sorting and dismantled material ,disposal of unserviceable material and stocking of serviceable material with all leads and lifts of 100m as as per technical specifiations clause | - | Cum | 1,207.11 | - |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :(Complete Job Finished work to be measured) | 1 | Cum | 225.21 | ₹225.19 |
| 4 | Providing and Laying of stone soling in foundation trenches tightly hand packed with hand ramming dressing watering including Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured) | - | Cum | 1,141.42 | - |
| 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-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 | 5,719.44 | - |
| 6 | Providing and laying in position Reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:M-20 1:1.5:3 (1 cement : 1.5 coarse sand : 3 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) | 36 | Cum | 7,521.11 | ₹2,70,759.96 |
| 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). | - | Cum | 6,471.44 | - |
| 8 | FORM WORK:-Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns, Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). | 1 | Sqm | 251.07 | ₹250.82 |
| 9 | FORM WORK:-Centering and shuttering including strutting, propping etc. and removal of form work for walls return walls retaining walls etc Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). | - | Sqm | 551.47 | - |
| 10 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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). | - | No | 131.52 | - |
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