Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAccepted-AOC H NO DB 32 SECTOR 36 SUNCITY ROHTAK 124001 | ROHTAK | HARYANA | 124001 | ₹4.6 Cr Quoted ₹4.7 Cr | L1 | Accepted-AOC accept |
| 2 | L2₹5.0 CrRejected-AOC FARIDABAD FARIDABAD HARYANA | ₹5.0 Cr | L2 | Rejected-AOC reject |
| Sl No | Description | Qty | Unit | Surender Kumar Contractor L1 | Kuldeep Construction Company L2 |
|---|---|---|---|---|---|
| 1.00 | 1:3:6 (1cement:3coarse sand (zone|||):6graded cum stone aggregate 20 mm nominal size ) for grouting in stone pitching | 8,565.8 | Cum | 663 ₹56.8 L | 550 ₹47.1 L |
| 2.00 | S/o and C/o stone spawl of requisite size from approved quarry to site of work as per PWD specification No. 3.31 read with 23.8 and 23.9 loading, unloading and stacking as per recommended committee rate for the year 2024-2025 for Ambala, Panchkula, Kaithal and Kurukshetra. | 2,934 | Cum | 1,763 ₹51.7 L | 1,650 ₹48.4 L |
| 3.00 | S/o and C/o stone boulders of requisite size from approved quarry to site of work as per PWD specification No. 3.31 read with 23.8 and 23.9 loading, unloading and stacking as per recommended committee rate for the year 2025-2026 for Ambala, Panchkula, Kaithal and Kurukshetra. | 12,473.22 | Cum | 2,257 ₹2.8 Cr | 1,975 ₹2.5 Cr |
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
18 Mar 2026, 6:00 pmClosed
KRISHAN KUMAR
W.S. Divn. Ambala
Pitching of Babyal Bundh from RD 7400 to RD 15000 in a length of 7600ft.
2026_HRY_507805_1
2026D3E300DE 494B 424A 9603 D56580891C5A144IRR
Open Tender
Civil Works
120 days
Ambala Sadar
As per CBD
2 documents required · 2 mandatory
₹15,000
₹8.0 L
Yes
WS DIVISION AMBALA
16 Apr 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
11 Mar 2026 - 13 Mar 2026
16 Mar 2026
1:3:6 (1cement:3coarse sand (zone|||):6graded cum stone aggregate 20 mm nominal size ) for grouting in stone pitching
S/o and C/o stone spawl of requisite size from approved quarry to site of work as per PWD specification No. 3.31 read with 23.8 and 23.9 loading, unloading and stacking as per recommended committee rate for the year 2024-2025 for Ambala, Panchkula, Kaithal and Kurukshetra.
S/o and C/o stone boulders of requisite size from approved quarry to site of work as per PWD specification No. 3.31 read with 23.8 and 23.9 loading, unloading and stacking as per recommended committee rate for the year 2025-2026 for Ambala, Panchkula, Kaithal and Kurukshetra.
Percentage BoQ
BoQ_Ver3.0
Contact No: 0171-4023613
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[16.29]Weaving wire-netting for wire crates, including binding sides, and partition to make crate of 15 cm x 15 cm, or 25 cm x 7.5 cm mesh by mechanical/ mannual means. [Through Rate]
[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
[2.B0046] B0046. Hard drawn steel wire [Rate]
[16.42.2]Stone or kankar block pitching by mechanical/ mannual means- 2. On slopes of guide banks and protection works [Through Rate]
[16.44.1]Filling stone or spalls by mechanical/ mannual means.- 1. on level [Through Rate]
[16.44.2]Filling stone or spalls by mechanical/ mannual means.- 2. On side slopes behind pitching [Through Rate]
[16.45.1]Grouting stone filling or pitching by mechanical/ mannual means.- 1. with bajri or shingle [Through Rate]
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate]
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
technical_586571.pdf
techsummary_586571.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 • 0.87 MB
BOQ_586571.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid