Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.6 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹26.0 L+₹45,140.50 (1.76%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹28.5 L+₹2.9 L (11.3%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S Rajan L2 | M/S Sudhir Kumar Gupta L3 | MAHESWARI CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Rough excavation n.exc 1.5m deep and getting out in any type of soil complete all as specified and as directed. | 82.5 | Cum | 500 ₹41,250 Lowest | 777.4 ₹64,135.5 | 610 ₹50,325 |
| 2.00 | Rough excavation n.exc 1.5m deep and getting out in Soft/disintegrated rock complete all as specified and as directed. | 40 | Cum | 600 ₹24,000 Lowest | 1,768.7 ₹70,748 | 700 ₹28,000 |
| 3.00 | Excavation over areas, n.exc 1.5m in depth for foundation etc. and getting out in any type of soil complete all as specified and as directed | 53 | Cum | 700 ₹37,100 | 1,035 ₹54,855 | 650 ₹34,450 Lowest |
| 4.00 | Excavation over areas, n.exc 1.5m in depth for foundation etc. and getting out in Soft/disintegrated rocks complete all as specified and as directed | 44 | Cum | 800 ₹35,200 | 2,359.8 ₹1,03,831.2 | 700 ₹30,800 Lowest |
| 5.00 | Excavation over areas, exc 1.5m and n.exc 3m in depth for foundation etc. and getting out in any type of soil complete all as specified and as directed | 2 | Cum | 1,000 ₹2,000 | 1,403 ₹2,806 | 950 ₹1,900 Lowest |
| 6.00 | Excavation over areas, exc 1.5m and n.exc 3m in depth for foundation etc. and getting out in soft/disintegrated rocks complete all as specified and as directed | 2.9 | Cum | 1,500 ₹4,350 | 2,727.8 ₹7,910.62 | 1,000 ₹2,900 Lowest |
| 7.00 | M & L for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundations, filling in mass concrete, complete all as specified and as directed. | 4.9 | Cum | 24,000 ₹1,17,600 | 18,400 ₹90,160 Lowest | 22,000 ₹1,07,800 |
| 8.00 | M & L for RCC M-30 (Design Mix Concrete) (using 20mm graded stone aggregate) in foundations, including rafts, footings, plinth beams, bases for columns, etc. basement slabs, underreamed piles and mass concrete complete all as specified and as directed.
(Note:- Reinforcement and form work will be measured and paid separately) | 15.5 | Cum | 28,000 ₹4,34,000 | 25,300 ₹3,92,150 | 25,000 ₹3,87,500 Lowest |
| 9.00 | M & L for RCC M-30 (Design Mix Concrete) (using 20mm graded stone aggregate) in walls, retaining walls, basement wall and the like, any thickness above top of footings, including attached pillasters and buttresses complete all as specified and as directed.
(Note:- Reinforcement and form work will be measured and paid separately) | 26.3 | Cum | 28,000 ₹7,36,400 | 24,150 ₹6,35,145 Lowest | 25,500 ₹6,70,650 |
| 10.00 | M & L for use and waste of timber as in form work to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished flat surface of concrete completed all as specified and as directed | 7.5 | Sqm | 1,000 ₹7,500 | 729.1 ₹5,468.25 | 300 ₹2,250 Lowest |
Tender Value
₹27.5 L
EMD Value
₹55,000
Closing Date
20 Dec 2025, 6:00 pmClosed
GE
GE (I) CAMPBELL BAY, ARMY LAND, CAMPBELL BAY, GREAT NICOBAR-744302
PROVN OF RETAINING WALL NEAR BLDG P-134 OF 172 INF TA BN (MADRAS) CINCAN LAND (ARMY) CAMPBELL BAY UNDER GE(I) CAMPBELL BAY
2025_MES_741120_1
8219/E8
Open Tender
Civil Works
Item Rate
180 days
CAMPBELL BAY
PLEASE REFER TENDER DOCUMENT AND NIT
9 documents required · 9 mandatory
₹500
GE(I) CAMPBELL BAY
₹55,000
Yes
20 Jan 2026
22 Nov 2025
22 Dec 2025
22 Nov 2025
20 Dec 2025
6 Dec 2025
Rough excavation n.exc 1.5m deep and getting out in any type of soil complete all as specified and as directed.
Rough excavation n.exc 1.5m deep and getting out in Soft/disintegrated rock complete all as specified and as directed.
Excavation over areas, n.exc 1.5m in depth for foundation etc. and getting out in any type of soil complete all as specified and as directed
Excavation over areas, n.exc 1.5m in depth for foundation etc. and getting out in Soft/disintegrated rocks complete all as specified and as directed
Excavation over areas, exc 1.5m and n.exc 3m in depth for foundation etc. and getting out in any type of soil complete all as specified and as directed
Excavation over areas, exc 1.5m and n.exc 3m in depth for foundation etc. and getting out in soft/disintegrated rocks complete all as specified and as directed
M & L for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundations, filling in mass concrete, complete all as specified and as directed.
M & L for RCC M-30 (Design Mix Concrete) (using 20mm graded stone aggregate) in foundations, including rafts, footings, plinth beams, bases for columns, etc. basement slabs, underreamed piles and mass concrete complete all as specified and as directed. (Note:- Reinforcement and form work will be measured and paid separately)
M & L for RCC M-30 (Design Mix Concrete) (using 20mm graded stone aggregate) in walls, retaining walls, basement wall and the like, any thickness above top of footings, including attached pillasters and buttresses complete all as specified and as directed. (Note:- Reinforcement and form work will be measured and paid separately)
M & L for use and waste of timber as in form work to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished flat surface of concrete completed all as specified and as directed
M & L for use and waste of timber as in form work to faces of walls, retaining walls, abutments, parapets and stair case railing and similar work including attached pillasters, buttresses etc vertical or to batter rough finished surfaces of concrete complete all as specified and as directed.
M & L for mild steel TMT bars 10mm dia and over, as in reinforcement. cut to length, bent to shape required including cranking bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified and as directed.
M & L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint complete all as specified and directed.
S & F in repair 100mm PVC (SWR) pipes single socketed in any length with rubber ring jointed to wall/floor complete all as specified and directed.
M & L aggregate filling dry, hand packed tightly, as in weep holes all as secified and as directed.
M & L for wire netting of galvanised steel wire 1.40mm dia fixed with tinned tacks of wire stapless of mesh size 25 x 25mm complete all as specified and as directed.
Returning, filling in / back filling of retaining wall, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed.
Removing excavated material from site to a distance exc 250 m and n. exc 1.00 Km and depositing where directed complete all as specified and as directed.
stage.html
html • 0.03 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 • 0.63 MB
8219TENDER.pdf
Tender Documents • 1.34 MB
BOQ_829872.xls
BOQ • 0.42 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 .