Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.1 LAccepted-AOC | ₹47.1 L Quoted ₹47.8 L | L1 | Accepted-AOC BEING LOWEST AND ACCEPTABLE |
| 2 | L2₹51.7 L+₹3.8 L (8.05%)Rejected-Finance | ₹51.7 L+₹3.8 L (8.05%) | L2 | Rejected-Finance BEING NOT LOWEST |
| Sl No | Description | Qty | Unit | M.S. ENTERPRISES L1 | ANKIT BUILDERS L2 |
|---|---|---|---|---|---|
| 1.00 | Demolition of stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dress stone work and precast concrete articles complete all as specified and directed. | 8.62 | Cum | 200 ₹1,724 Lowest | 250 ₹2,155 |
| 2.00 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. | 1 | Per Quintal | 500 ₹500 Lowest | 1,200 ₹1,200 |
| 3.00 | Dismantling of barbed Wire fencing from steel members complete all as specified and directed. | 2 | Per 100 RM | 200 ₹400 Lowest | 300 ₹600 |
| 4.00 | Excavation in trenches. n exc 1.5m wide and n exc 1.5m in depth for foundation etc or for shaft wells, cesspits, manhole, pier etc n exc 10 sq m on plan and n exc. 1.5m in depth and getting out in hard dense soil complete all as specified and directed. | 235 | Cum | 300 ₹70,500 | 100 ₹23,500 Lowest |
| 5.00 | Excavation in trenches. n exc 1.5m wide and n exc 1.5m in depth for foundation etc or for shaft wells, cesspits, manhole, pier etc n exc 10 sq m on plan and exc. 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and directed. | 222 | Cum | 900 ₹1,99,800 Lowest | 1,500 ₹3,33,000 |
| 6.00 | M&L for PCC 1:4:8 type D-2, using 40 mm graded stone aggregate as in foundation and mass concrete complete all as specified and directed. | 35 | Cum | 4,000 ₹1,40,000 | 3,500 ₹1,22,500 Lowest |
| 7.00 | M&L for TMT bar 10 mm dia and over cut to length, bent to shape required including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or secring with clips complete all as specified and directed. | 14,156 | Kg | 95 ₹13,44,820 Lowest | 99 ₹14,01,444 |
| 8.00 | All as per item No 7 here-in-before but 5 mm dia and over up to and including 10 mm dia in stirrups spaces and binders complete all as specified and directed | 4,375 | Kg | 95 ₹4,15,625 Lowest | 99 ₹4,33,125 |
| 9.00 | M&L for reinforcement cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate as in footing of columns, plinth beams, bases of columns etc complete all as specified. | 81 | Cum | 6,500 ₹5,26,500 Lowest | 6,900 ₹5,58,900 |
| 10.00 | M&L for reinforcement cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate as in columns complete all as specified and directed. | 31 | Cum | 6,500 ₹2,01,500 Lowest | 7,000 ₹2,17,000 |
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
29 Oct 2025, 6:00 pmClosed
CWE (AF) Jodhpur
HQ CWE (AF) Jodhpur Opposite Mausam Vibhag Ratanada, Jodhpur-342011
DEMOLITION AND RE-CONSTRUCTION OF PERIMETER WALL FROM CHILDREN PARK TO BLDG NO P-35 AT AF STN JAIPUR
2025_MES_709194_4
88084/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) (AF) Jaipur
as per NIT
8 documents required · 8 mandatory
₹500
AGE (I) (AF) Jaipur
₹89,000
Yes
28 Nov 2025
15 Oct 2025
31 Oct 2025
15 Oct 2025
29 Oct 2025
22 Oct 2025
Amount
Demolition of stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dress stone work and precast concrete articles complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
Dismantling of barbed Wire fencing from steel members complete all as specified and directed.
Excavation in trenches. n exc 1.5m wide and n exc 1.5m in depth for foundation etc or for shaft wells, cesspits, manhole, pier etc n exc 10 sq m on plan and n exc. 1.5m in depth and getting out in hard dense soil complete all as specified and directed.
Excavation in trenches. n exc 1.5m wide and n exc 1.5m in depth for foundation etc or for shaft wells, cesspits, manhole, pier etc n exc 10 sq m on plan and exc. 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and directed.
M&L for PCC 1:4:8 type D-2, using 40 mm graded stone aggregate as in foundation and mass concrete complete all as specified and directed.
M&L for TMT bar 10 mm dia and over cut to length, bent to shape required including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or secring with clips complete all as specified and directed.
All as per item No 7 here-in-before but 5 mm dia and over up to and including 10 mm dia in stirrups spaces and binders complete all as specified and directed
M&L for reinforcement cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate as in footing of columns, plinth beams, bases of columns etc complete all as specified.
M&L for reinforcement cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate as in columns complete all as specified and directed.
M&L for reinforcement cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate as in beams, cantilevers, bressummers, lintel over 1.5 m span complete all as specified and directed.
M&L for use and waste of form work, for sides of footings, columns bases, rafts and plinth beams complete for a rough finished surfaces all as specified.
M&L use and waste of form work to to sides of pillars posts, struts, piers, columns and stainchions, rough finished, complete all as specified
M&L use and waste of form work to sides and soffits floor and roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc also splays between floors and beams etc complete all as specified and directed.
Material and labour for Brick work with sub class 'B' bricks, Straight or curved on plan exc. 6 m mean radius built in CM 1:4, complete all as specified and directed.
M&L for rendering 10 mm thick, on fair faces of brick or concrete surfaces of wall, in CM 1:4, and finish even and fair without using extra cement complete all as specified and directed.
M&L for rendering 15 mm thick, on other than fair faces of brick or concrete surfaces of wall, in CM 1:4, and finish even and smooth without using extra cement complete all as specified and directed.
M&L preparation of surfaces of wall and applying two coats of cement base paint complete all as specified and directed.
Returning filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm. Note: Cost of additional soil required for filling of trenches deemed to be included in this item.
Supply and fixing angle iron for fencing posts, struts etc, including cutting, welding and embeded in concrete complete all as specified and dircted.
Supply and fixing mild steel rag or lewis bolts, scewed one end with hexagonal or squrae nuts and washers the other end enlarged and jagged or lewised exc 20 cm and nexc 30 cm long, 16 mm dia, embeded in concrete etc complete all as specified and directed.
S&F Galvanized 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanized mils steel wire staples or steel pins etc complete all as specified and directed.
M&L preparation of steel surfaces and applying two coats of synthetic enamel paint over and including a coat of red oxide primer, exc 10 cm width or girth complete all as specified and directed.
S&F punched type concertina coil of dia of coil 450 mm (50 Nos rounds) each coil to be stretched to 6 mtr length secured and fixed in position having minimum tensile strength 1620 N/Sqmm of spacing steel core of wire size 2.60 mm make of concertina coil shall be as approved by GE/AGE (I) all as specified and directed.
M&L for broken glass copping on top of walls in CM 1:3 complete all as specified and directed.
ANKIT BUILDERS (BID ID -3467767)
stage.html
html • 0.04 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 • 1.37 MB
tender2.pdf
Tender Documents • 9.17 MB
drwaings.pdf
Additional Documents • 0.48 MB
BOQ_823204.xls
BOQ • 0.35 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 .