Loading…
Loading…
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
10 Jun 2026, 6:55 pm3d left
Kailash Chander Kala ravi kumar and Vivek Sharma
DIV Ambala
AMtc of EPHS in Sector 10 UE Ambala City Construction of damage boundary wall at Canal Base complete in all respect
2026_HBC_527332_1
20268F9D971F 8389 465B B1F9 C25106893D7B239HSV
Open Tender
Civil Works
30 days
Ambala City
2 documents required · 2 mandatory
₹250
₹3,380
Yes
5 Jun 2026
5 Jun 2026
11 Jun 2026
5 Jun 2026
10 Jun 2026
5 Jun 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 | [11.6.2]15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand) | - | Sqm | 127 | - | BI01010001010000000000000515BI0100001139 |
| 2 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. | - | cum | 184 | - | BI01010001010000000000000515BI0100001140 |
| 3 | [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 | - | BI01010001010000000000000515BI0100001141 |
| 4 | [6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | - | cum | 2,911 | - | 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 | [6.2.1A]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, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: 1A. 1:1½:3 (1 cement : 1½ coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) up to 25% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%). | - | cum | 3,900.09 | - | 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 | 1 | Sqm | 262 | ₹261.74 | BI01010001010000000000000515BI0100001146 |
| 9 | [6.34.6]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 above 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. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg. | 68 | - | BI01010001010000000000000515BI0100001147 |
| 10 | [7.22.1]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 : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | cum | 4,404 | ₹4,399.6 | BI01010001010000000000000515BI0100001148 |
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_606316.xls
BOQ • 0.33 MB
Download all tender documents and submit your bid