Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC 2259 7 SECTOR 7 132001 2022R8076 | KARNAL | KARNAL | HARYANA | 132001 | ₹1.7 L | L1 | Accepted-AOC wa |
| 2 | L2₹1.8 L+₹8,467 (5.05%)Rejected-AOC 2168 9 SHIV COLONY KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001 | ₹1.8 L+₹8,467 (5.05%) | L2 | Rejected-AOC wna |
| 3 | Not Admitted-Fee/PreQual/Technical H NO 311 1ST FLOOR OLD H B C SEC 13 KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
21 May 2026, 3:00 pmClosed
DHARAM VIR
DIV Karnal
K-1 A/mtc of EPHS in various Sector UE Karnal
2026_HBC_522096_1
2026AA625742 2B8A 439D 900D EE45DD606284240HSV
Open Tender
Civil Works
Works
30 days
Karnal
2 documents required · 2 mandatory
₹250
₹3,380
Yes
17 Jun 2026
16 May 2026
22 May 2026
16 May 2026
21 May 2026
16 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 | [1.PM026] PM026. Tractor with trolley | 5 | Per day | 6,237 | ₹31,185 |
| 2 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. | 2.5 | cum | 1,863 | ₹4,657.5 |
| 3 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) | 60 | Sqm | 113 | ₹6,780 |
| 4 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening | 12 | Each | 1,155 | ₹13,860 |
| 5 | [21.94.3]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3. 200mm i/d | 30 | Per Mtr. | 238 | ₹7,140 |
| 6 | [30.87.1]Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 1. Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 | 8 | Each | 1,415 | ₹11,320 |
| 7 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. | 120 | cum | 83 | ₹9,960 |
| 8 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) | 12.48 | cum | 460 | ₹5,740.8 |
| 9 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 2 | cum | 4,374 | ₹8,748 |
| 10 | [6.33.4]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 4. Hot rolled deformed bars | 290 | Kg. | 68 | ₹19,720 |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 • 0.89 MB
BOQ_601014.xls
BOQ • 0.34 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 .