Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.6 LAccepted-AOC | ₹21.6 L | 1 | Accepted-AOC 1st |
| 2 | 2₹22.1 L+₹50,585.34 (2.35%)Rejected-AOC | ₹22.1 L+₹50,585.34 (2.35%) | 2 | Rejected-AOC 2nd |
| 3 | 3₹22.8 L+₹1.3 L (5.93%)Rejected-AOC VILLAGE BHUSLANA TEHSIL SAFIDON DISTRICT JIND 126112 | BHUSLANA | JIND | HARYANA | 126112 | ₹22.8 L+₹1.3 L (5.93%) | 3 | Rejected-AOC 3rd |
| 4 | 4₹23.1 L+₹1.5 L (7.13%)Rejected-AOC | ₹23.1 L+₹1.5 L (7.13%) | 4 | Rejected-AOC 4th |
| 5 | 5₹23.1 L+₹1.6 L (7.32%)Rejected-AOC RAJ NAGAR COLONY KAITHAL ROAD JIND RAJ NAGAR COLONY KAITHAL ROAD JIND 126102 | JIND | HARYANA | 126102 | ₹23.1 L+₹1.6 L (7.32%) | 5 | Rejected-AOC 5th |
| Sl No | Description | Qty | Unit | The Bhuslana Bhardwaj Co-Op L and C Society Ltd L3 | THE NARWANA AMAN COOP LANDC SOCIETY LTD L1 | THE PARBHAT CO OP L AND C SOCIETY LTD L6 | THE JANGRA NARWANA COOP L AND C SOCIETY LTD L2 | THE P.K. ISHWER CO. OP. L&C SOCIETY LTD. JIND L5 | The Baba Mast Nath Cooperative Labour and Construction Society Limited L4 | The AST Cooperative Labour & Construction Society Ltd. Rohtak L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Supply carriage and laying of 100 micron polythene under bed lining | 1,684.11 | Sqm | 14.87 ₹25,042.72 | 40 ₹67,364.4 | 14.2 ₹23,914.36 Lowest | 45 ₹75,784.95 | 15 ₹25,261.65 | 30 ₹50,523.3 | 20 ₹33,682.2 |
| 2.00 | -NS Item -Supply, carriage and fixing of R.C.C lids Dia 33`` as per discharge of UGPL and P.W.D. Specifications completed in all respect. | 24 | Nos. | 271.06 ₹6,505.44 | 258.66 ₹6,207.84 | 297 ₹7,128 | 258.66 ₹6,207.84 | 290 ₹6,960 | 125 ₹3,000 Lowest | 150 ₹3,600 |
| 3.00 | Brick work for arch / Culvert in cement mortar 1:3 (1 cement : 3 coarse sand) with Extra for brick work in arch specially molded by common burnt clay non modular bricks of class designation 7.5 or cut-bricks have to be used: but for which no centering or supports are required up to 4.5 meters internal diameter as per based HSR item No.7.21.1 plus Item No.7.65
=4376.16 ( Detail Analysis attached ) plus 147 = 4523.16 | 5.64 | cum | 5,084.03 ₹28,673.93 | 1,000 ₹5,640 Lowest | 5,201 ₹29,333.64 | 1,500 ₹8,460 | 5,150 ₹29,046 | 4,550 ₹25,662 | 5,100 ₹28,764 |
| 4.00 | Supply, carriage and fixing of R.C.C panels of requisite size as per approved design drawing and P.W.D. Specifications (39``X39`` ) thickness in 0.25` of C.C. 1:3:6 with requested reinforcements as per the discharge of UGPL as per approved design and P.W.D. Specifications completed in all respect to the satisfaction of Engineer in charge | 48 | Each | 248.06 ₹11,906.88 | 220.7 ₹10,593.6 | 253 ₹12,144 | 220.7 ₹10,593.6 | 250 ₹12,000 | 125 ₹6,000 Lowest | 180 ₹8,640 |
Tender Value
₹20.3 L
EMD Value
₹20,310
Closing Date
9 Apr 2026, 11:00 amClosed
ATINDER PAL
MICAD Division Jind
Extension Of watercourse at Outlet RD 49025-TC Quilazafargarh Minor
2026_HBC_511150_1
20260B3D48A2 3B92 4A5F A491 AAF4DED9C708370CAD
Open Tender
Civil Works
Works
300 days
KILAZAFAR GARH
Extension Of watercourse at Outlet RD 49025-TC Quilazafargarh Minor
3 documents required · 3 mandatory
₹1,000
₹20,310
Yes
26 May 2026
26 Mar 2026
9 Apr 2026
26 Mar 2026
9 Apr 2026
26 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Supply carriage and laying of 100 micron polythene under bed lining | |||||
| 2-NS Item -Supply, carriage and fixing of R.C.C lids Dia 33`` as per discharge of UGPL and P.W.D. Specifications completed in all respect. | |||||
| 3Brick work for arch / Culvert in cement mortar 1:3 (1 cement : 3 coarse sand) with Extra for brick work in arch specially molded by common burnt clay non modular bricks of class designation 7.5 or cut-bricks have to be used: but for which no centering or supports are required up to 4.5 meters internal diameter as per based HSR item No.7.21.1 plus Item No.7.65 =4376.16 ( Detail Analysis attached ) plus 147 = 4523.16 | |||||
| 4Supply, carriage and fixing of R.C.C panels of requisite size as per approved design drawing and P.W.D. Specifications (39``X39`` ) thickness in 0.25` of C.C. 1:3:6 with requested reinforcements as per the discharge of UGPL as per approved design and P.W.D. Specifications completed in all respect to the satisfaction of Engineer in charge | |||||
stage.html
html • 0.06 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 • 0.70 MB
BOQ_589932.xls
BOQ • 0.31 MB
AD0156717.pdf
Additional Documents • 2.53 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 .