Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC NEAR HAIDAKHAN MANDIR VILL PO CHILIYANAULA RANIKHET DISTT ALMORA UTTARAKHAND 263645 | ALMORA | UTTARAKHAND | 263645 | ₹1.9 Cr | L1 | Accepted-AOC Being lowest and reasonable |
| 2 | L2₹2.0 Cr+₹19.1 L (10.3%)Rejected-Finance 194A LUKER GANJ ALLAHABAD UP | ALLAHABAD | ALLAHABAD | UP | 211001 | ₹2.0 Cr+₹19.1 L (10.3%) | L2 | Rejected-Finance Being other than lowest |
| 3 | L3₹2.1 Cr+₹21.4 L (11.6%)Rejected-Finance | ₹2.1 Cr+₹21.4 L (11.6%) | L3 | Rejected-Finance Being other than lowest |
| 4 | L4₹2.6 Cr+₹70.0 L (37.8%)Rejected-Finance | ₹2.6 Cr+₹70.0 L (37.8%) | L4 | Rejected-Finance Being other than lowest |
| 5 | L5₹2.6 Cr+₹71.5 L (38.6%)Rejected-Finance | ₹2.6 Cr+₹71.5 L (38.6%) | L5 | Rejected-Finance Being other than lowest |
| Sl No | Description | Qty | Unit | Amit Engineering L4 | SANJEEV CONSTRUCTIONS L5 | Chaudhary Constructions L8 | MANISH ENTERPRISES L2 | M/s Nainital Construction L3 | M/S SEWA AND SERVE BUILDERS L6 | YP INFRA L7 | SS Construction Co L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00PROTECTIVE WALL, PATH, AREA DRAINAGE, FENCING & GATE | |||||||||||
| 1.01 | M& L for Plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation filling & mass concreting etc as specified and directed. | 177.6 | Cum | 7,500 ₹13,32,000 | 7,600 ₹13,49,760 | 6,998 ₹12,42,844.8 | 7,000 ₹12,43,200 | 5,154 ₹9,15,350.4 | 6,000 ₹10,65,600 | 9,000 ₹15,98,400 | 3,950 ₹7,01,520 Lowest |
| 1.02 | M& L for RCC M-25 (design Mix) as in foundations of coloums footings plinth beams bases for coloumn basement slabs etc. using 20 mm graded stone aggregate all as specified and directed. | 272.87 | Cum | 10,600 ₹28,92,422 | 10,500 ₹28,65,135 | 12,001 ₹32,74,712.87 | 8,500 ₹23,19,395 | 7,182 ₹19,59,752.34 Lowest | 8,500 ₹23,19,395 | 14,000 ₹38,20,180 | 8,500 ₹23,19,395 |
| 1.03 | M& L for RCC M-25 (design Mix) as in wall retaining wall,basement walls,ballast walls and the like,any thickness ,above for top footing including attached pilasters and buttress etc using 20 mm graded stone aggregate all as specified and directed. | 311.74 | Cum | 9,600 ₹29,92,704 | 9,800 ₹30,55,052 | 12,001 ₹37,41,191.74 | 8,600 ₹26,80,964 | 7,546 ₹23,52,390.04 Lowest | 8,500 ₹26,49,790 | 14,000 ₹43,64,360 | 9,150 ₹28,52,421 |
| 1.04 | Use and waste of formwork to sides of concrete foundations footing bases of columns raft & raft beams,sides & soffits (if any) of foundation and plinth beams and similar work vertical or batter rough finished flat surfaces of concrete complete all as specified and directed | 577.72 | Sqm | 490 ₹2,83,082.8 | 500 ₹2,88,860 | 398 ₹2,29,932.56 | 220 ₹1,27,098.4 Lowest | 297 ₹1,71,582.84 | 450 ₹2,59,974 | 250 ₹1,44,430 | 280 ₹1,61,761.6 |
| 1.05 | Use and waste of formwork to faces of walls ,retaining walls,abutments,parapets and staircase railing and similar work including attached pillasters,buttress,etc vertical or batter for fair finished flat surface of concrete all as specified & directed. | 715.13 | Sqm | 490 ₹3,50,413.7 | 500 ₹3,57,565 | 398 ₹2,84,621.74 | 210 ₹1,50,177.3 Lowest | 539 ₹3,85,455.07 | 450 ₹3,21,808.5 | 250 ₹1,78,782.5 | 280 ₹2,00,236.4 |
| 1.06 | M&L for 10 mm dia & over TMT bars cut to length bent to shape required including cranking ,bending spirally or hooking for columns and binding with MS wire annealed not less than 0.9mm dia or securing with clips all as specified and directed. | 32,341.38 | Kg | 132 ₹42,69,062.16 | 135 ₹43,66,086.3 | 131 ₹42,36,720.78 | 98 ₹31,69,455.24 | 77 ₹24,90,286.26 Lowest | 99 ₹32,01,796.62 | 120 ₹38,80,965.6 | 100 ₹32,34,138 |
| 1.07 | M&L for hand packing of broken boulder(any thickness) at back of wall over arches etc and raising to the required level all as specified and directed. | 49.12 | Cum | 1,269 ₹62,333.28 | 1,265 ₹62,136.8 | 7,998 ₹3,92,861.76 | 5,000 ₹2,45,600 | 1,612 ₹79,181.44 | 3,200 ₹1,57,184 | 4,000 ₹1,96,480 | 900 ₹44,208 Lowest |
| 1.08 | M&L for uPVC pipe 100 mm bore (SCH-80) laid in retaining wall all as specified and directed. | 35.25 | RM | 485 ₹17,096.25 | 490 ₹17,272.5 | 1,198 ₹42,229.5 | 300 ₹10,575 Lowest | 1,261 ₹44,450.25 | 600 ₹21,150 | 800 ₹28,200 | 300 ₹10,575 Lowest |
| 1.09 | M&L for stone walling of random rubble stone masonry, uncoursed, well bounded, bedded & solidely hearted built in cement mortar (1:6) using locally available best stone complete all as specified and directed
Note: The rates quoted deemed to be exclusives of PCC Bond stone and PCC bond stone shall be measured and paid seprately under item No. 1.10 | 323.48 | Cum | 13,500 ₹43,66,980 | 13,550 ₹43,83,154 | 6,998 ₹22,63,713.04 | 6,500 ₹21,02,620 | 4,272 ₹13,81,906.56 Lowest | 6,500 ₹21,02,620 | 8,500 ₹27,49,580 | 6,300 ₹20,37,924 |
Tender Value
₹2.8 Cr
EMD Value
₹3.6 L
Closing Date
15 Sept 2025, 6:00 pmClosed
CE(AF) Prayagraj
CE(AF) Prayagraj Bamrauli Uttar Pradesh
PROVN OF RCC PERIMETER WAL RETAINING WALL AND FENCING AT LKT AREA UNDER AGE I BHOWALI
2025_MES_722669_2
958132
Open Tender
Civil Works
Item Rate
Bhowali
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
AGE (I) (AF) Bhowali
₹3.6 L
23 Oct 2025
1 Sept 2025
22 Sept 2025
1 Sept 2025
15 Sept 2025
8 Sept 2025
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
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 .