Loading…
Loading…
Tender Value
₹5.5 L
EMD Value
₹16,500
Closing Date
31 Jul 2026, 6:00 pm5d left
Executive Engineer Flood Control DIvision ANantnag
Executive Engineer Flood Control DIvision ANantnag
C/O FP Bund at Machine Lad NLO Nana Ji Raina and Others at Tailwanipora Irkumo.
2026_IFC_317307_1
e NIT 10 of 2026-27
Open Tender
Civil Works
Percentage
8 days
Anantnag
As per E NIT
2 documents required · 2 mandatory
₹300
Yes
Executive Engineer Flood Control Division ANantnag
₹16,500
Yes
23 Jul 2026
23 Jul 2026
1 Aug 2026
23 Jul 2026
31 Jul 2026
23 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. | |||||
| 1.01 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 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 : | 84.67 | Cum | 592.9 | ₹50,200.84 |
| 1.02 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. | 155.48 | Sqm | 628.95 | ₹97,789.15 |
| 1.03 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering centring, shuttering and finishing with.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 44.7 | Cum | 7,564.8 | ₹3,38,146.56 |
| 1.04 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 30.42 | Cum | 218.4 | ₹6,643.73 |
| 1.05 | Carriage of Materials by Means of M.T & HL of 310 Mtrs. | - | - | - | - |
| 1.06 | Stone Aggregate (20mm) Avg.12 Kms by MT | - | Cum | 768.03 | - |
| 1.07 | Sand Avg. 35 Kms by MT | 21.9 | Cum | 1,038.35 | ₹22,739.86 |
| 1.08 | Cement Avg. 05 Kms by MT. | 1 | MT | 396.95 | ₹396.55 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.87 MB
BOQ_1039261.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].