Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC 139 GOBIND NAGAR AMBALA CANTT | ₹1.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.7 LRejected-AOC | ₹1.7 L | L2 | Rejected-AOC 2nd |
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
18 May 2026, 3:00 pmClosed
Kailash Chander Kala ravi kumar and Vivek Sharma
DIV Ambala
AMtc of EPHS in Sector 10 UE Ambala Construction of Damage boundary wall at Canal base in Sector 10 Ambala City complete in all respect
2026_HBC_521126_1
2026B57D4F65 7893 48F9 BBE6 5F69732FC389239HSV
Open Tender
Civil Works
30 days
Ambala City
2 documents required · 2 mandatory
₹250
₹3,380
Yes
27 May 2026
12 May 2026
19 May 2026
12 May 2026
18 May 2026
12 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) | 1 | Sqm | 113 | ₹112.89 | BI01010001010000000000000515BI0100001139 |
| 2 | [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. | - | cum | 83 | - | BI01010001010000000000000515BI0100001140 |
| 3 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | - | cum | 2,442 | - | BI01010001010000000000000515BI0100001141 |
| 4 | [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) | - | cum | 4,374 | - | BI01010001010000000000000515BI0100001142 |
| 5 | [6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | - | cum | 5,969 | - | BI01010001010000000000000515BI0100001143 |
| 6 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | 156 | - | BI01010001010000000000000515BI0100001144 |
| 7 | [6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | 296 | - | BI01010001010000000000000515BI0100001145 |
| 8 | [6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | 262 | - | BI01010001010000000000000515BI0100001146 |
| 9 | [6.33.3]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. 3. Cold twisted bars | - | Kg. | 68 | - | BI01010001010000000000000515BI0100001147 |
| 10 | [7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | 4,488 | - | BI01010001010000000000000515BI0100001148 |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 0.76 MB
BOQ_600033.xls
BOQ • 0.33 MB
Download all tender documents and submit your bid