Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 CrAdmitted-Finance L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | ₹13.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹15.7 Cr+₹1.8 Cr (12.9%)Admitted-Finance BAKRON KA WADA NEAR NEELAM CINEMA JODHPUR ROAD BALOTRA BARMER RAJASTHAN 344022 | BALOTRA | BARMER | RAJASTHAN | 344022 | ₹15.7 Cr+₹1.8 Cr (12.9%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not recommended being the firm two class below the eligible class. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not recommended .No at Ser No 08 Appx A OF WLR QE Sep 2025 circulated vide E-in-Cs Branch letter QE Sep 2025 dated 19 Jun 2026 as slow progress. |
| 5 | Rejected-Technical CHINAR COMMERCIAL COMPLEX THE BUND RESIDENCY ROAD SRINAGAR 190 001 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | - | - | Rejected-Technical Not recommended.No at Ser No 23 Appx D OF WLR QE Sep 2025 circulated vide E-in-Cs Branch letter QE dated 19 Jun 2026 as defect not ractified. |
| Sl No | Description | Qty | Unit | Brahma Infra L2 | NSC Projects Pvt. Ltd. L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.5 mtr deep and getting out in hard & dense type of soil complete all as specified and directed. | 299.7 | Cum | 272.5 ₹81,668.25 | 100 ₹29,970 Lowest |
| 2.00 | M &L PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed. | 158 | Cum | 5,995 ₹9,47,210 | 4,200 ₹6,63,600 Lowest |
| 3.00 | M&L for stone masonry walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:4 | 394.79 | CUM | 7,085 ₹27,97,087.15 | 6,500 ₹25,66,135 Lowest |
| 4.00 | M & L for providing precast cement concrete bonders (for stone walling) type B1 (1:2:4) using 20 mm graded stone aggregate, set in cm 1:4 complete all as specified and directed. | 12.17 | CUM | 6,540 ₹79,591.8 Lowest | 7,000 ₹85,190 |
| 5.00 | Hand packing (any thickness) at back of walls with broken stone or boulders and raising (or lowering) to the required level complete all as specified and directed. | 141.53 | Cum | 2,725 ₹3,85,669.25 Lowest | 4,000 ₹5,66,120 |
| 6.00 | S&F 110mm bore PVC(SWR) pipes single socketed for weep holes etc , in any length ,as in weep holes complete all as specified and directed. | 573.5 | RM | 1,090 ₹6,25,115 | 300 ₹1,72,050 Lowest |
| 7.00 | Extra over stone walling for hammer dressing with maximum depression on face form straight edge held against the surface n.exc 40mm in lime or sand stone dressing to face stone and dressing of face beds and joints of random rubble walling complete all as specified and directed. | 518 | SQM | 545 ₹2,82,310 Lowest | 600 ₹3,10,800 |
| 8.00 | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:3 | 37 | 10 sqm | 5,450 ₹2,01,650 | 1,000 ₹37,000 Lowest |
| 9.00 | Earth work in excavation by mechanical means (Hydraulic excavator) 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 upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. | 17,415.93 | Cum | 381.5 ₹66,44,177.29 | 100 ₹17,41,593 Lowest |
| 10.00 | Removing excavated material exc 250 m not exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting point | 16,121 | Cum | 81.75 ₹13,17,891.75 | 70 ₹11,28,470 Lowest |
Tender Value
₹15.4 Cr
EMD Value
₹11.0 L
Closing Date
12 May 2026, 6:00 pmClosed
HQ CE Bareilly Zone
HQ CE BZ BAREILLY
PROVN OF HARDSTANDING NEAR DISPERSAL AREA WITH ASSOCIATED E/M FITTINGS AND CERTAIN INTERNAL ROADS AT MIL STN HALDWANI
2025_MES_746730_2
CEBZ/PGH/T-25 OF 2025-26
Open Tender
Civil Works
Item Rate
HALDWANI
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
GE RANIKHET
₹11.0 L
Yes
15 Sept 2026
20 Apr 2026
19 May 2026
20 Apr 2026
12 May 2026
28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation over areas n exc 1.5 mtr deep and getting out in hard & dense type of soil complete all as specified and directed. | - | Cum | - | - |
| - | M &L PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed. | - | Cum | - | - |
| - | M&L for stone masonry walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:4 | - | CUM | - | - |
| - | M & L for providing precast cement concrete bonders (for stone walling) type B1 (1:2:4) using 20 mm graded stone aggregate, set in cm 1:4 complete all as specified and directed. | - | CUM | - | - |
| - | Hand packing (any thickness) at back of walls with broken stone or boulders and raising (or lowering) to the required level complete all as specified and directed. | - | Cum | - | - |
| - | S&F 110mm bore PVC(SWR) pipes single socketed for weep holes etc , in any length ,as in weep holes complete all as specified and directed. | - | RM | - | - |
| - | Extra over stone walling for hammer dressing with maximum depression on face form straight edge held against the surface n.exc 40mm in lime or sand stone dressing to face stone and dressing of face beds and joints of random rubble walling complete all as specified and directed. | - | SQM | - | - |
| - | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:3 | - | 10 sqm | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) 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 upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. | - | Cum | - | - |
| - | Removing excavated material exc 250 m not exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting point | - | Cum | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.20 MB
BOQ_852503.xls
BOQ • 1.83 MB
merged.pdf
Tender Documents • 1.50 MB
885229corrigendum.pdf
PDF • 0.10 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 .