Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.9 LAccepted-AOC | ₹35.9 L | L1 | Accepted-AOC QUOTED AMOUNT IS LOWEST AND REASONABLE |
| 2 | L2₹39.6 LRejected-Finance Q 49 NEAR DEOGHAR COLLEGE MAIN GATE PO PS DEOGHAR JH 814112 | DEOGHAR | DEOGHAR | JHARKHAND | 814112 | ₹39.6 L | L2 | Rejected-Finance QUOTED AMOUNT IS NOT LOWEST AND NOT REASONABLE |
| 3 | L3₹41.9 LRejected-Finance | ₹41.9 L | L3 | Rejected-Finance QUOTED AMOUNT IS NOT LOWEST AND NOT REASONABLE |
| 4 | L4₹44.4 LRejected-Finance | ₹44.4 L | L4 | Rejected-Finance QUOTED AMOUNT IS NOT LOWEST AND NOT REASONABLE |
| Sl No | Description | Qty | Unit | M/S CITY ENTERPRISES L1 | M/s Ray construction L3 | M/S DEEPAK KUMAR SINHA L4 | simplex infra project L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre deep and not exceeding 1.5 mtr width and getting out soft/ loose soil including forming bottom surface to required slope/gradient for laying cables/pipes,foundations,laying of cable, shafts, well, cesspits, manholes etc. complete all as specified and directed. | 305.5 | Cum | 240 ₹73,320 | 150 ₹45,825 | 300 ₹91,650 | 50 ₹15,275 |
| 2.00 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre wide and exceeding 1.5 mtr depth but not exceeding 3m depth and getting out soil including forming bottom surface to required slope/gradient for laying cables/pipes,foundations,laying of cable, shafts, well, cesspits, manholes etc. complete all as specified and directed. | 112 | Cum | 260 ₹29,120 | 150 ₹16,800 | 350 ₹39,200 | 120 ₹13,440 |
| 3.00 | Excavation in over areas in soft & loose soil exceeding 1.5 mtr depth but not exceeding 3m depth and getting out soil complete all as specified and directed. | 574 | Cum | 270 ₹1.5 L | 150 ₹86,100 | 350 ₹2.0 L | 120 ₹68,880 |
| 4.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | 300 | Sqm | 50 ₹15,000 | 65 ₹19,500 | 120 ₹36,000 | 30 ₹9,000 |
| 5.00 | Returning, filling in including spreading, leveling, watering and well ramming in layers of not exceeding 25 cm thick after the cables & pipes etc. are laid, jointed & tested and foundations complete all as specified and directed by Engineer-in-Charge. | 71.48 | Cum | 150 ₹10,722 | 100 ₹7,148 | 120 ₹8,577.60 | 75 ₹5,361 |
| 6.00 | Removal of surplus excavated spoil not exceeding 50 Mtr distance and depositing where directed by Engineer-in-Charge at a level not exceeding 1.5 m above the starting point complete all as specified. | 916.4 | Cum | 120 ₹1.1 L | 80 ₹73,312 | 250 ₹2.3 L | 100 ₹91,640 |
| 7.00 | M&L for plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations for tubular post ,filling & mass concrete etc complete all as specified and directed. | 58 | Cum | 4,100 ₹2.4 L | 2,800 ₹1.6 L | 4,800 ₹2.8 L | 3,500 ₹2.0 L |
| 8.00 | M&L for Boulder pitching grouted with cement and sand mortar 1:6, laid dry hand packed tightly complete all as specified and directed. | 61 | Cum | 3,200 ₹2.0 L | 8,000 ₹4.9 L | 3,500 ₹2.1 L | 2,700 ₹1.6 L |
| 9.00 | M&L for Brick work with using fly ash bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6 etc complete all as specified & directed. | 107.4 | Cum | 4,400 ₹4.7 L | 5,000 ₹5.4 L | 5,500 ₹5.9 L | 5,800 ₹6.2 L |
| 10.00 | M&L for rendering 15 mm thick on fair face of brick masonry/concrete surface etc., in cement mortar 1:4, finishing even and smooth without using extra cement mixed with WPC as per manufacture instructions complete all as specified and as directed. (Note:Water proofing compound shall be measured and paid seprerately under respective item of "BoQ") | 526 | Sqm | 260 ₹1.4 L | 300 ₹1.6 L | 300 ₹1.6 L | 230 ₹1.2 L |
Updated dates
Tender Value
₹48.0 L
EMD Value
₹95,960
Closing Date
24 Apr 2026, 6:00 pmClosed
GE RAMGARH CANTT
RAMGARH CANTT
PROVN OF ROOFTOP RAINWATER HARVESTING AT VAR LOC, REINFORCEMENT OF EMBANKMENTS TO PREVENT SEEPAGE DESILTATION AND WATER STORAGE CAP AUGMENTATION CREATION OF RUN OFF STRUCTURES AROUND FISH POND AND UPGRADATION AND INC HEIGHT AT PRC RAMGARH CANTT
2026_MES_757147_1
8300/3363/E8
Open Tender
Civil Works
180 days
RAMGARH CANTT
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE RAMGARH CANTT
₹95,960
Yes
24 Jun 2026
20 Mar 2026
1 May 2026
20 Mar 2026
24 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre deep and not exceeding 1.5 mtr width and getting out soft/ loose soil including forming bottom surface to required slope/gradient for laying cables/pipes,foundations,laying of cable, shafts, well, cesspits, manholes etc. complete all as specified and directed. | 305.5 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre wide and exceeding 1.5 mtr depth but not exceeding 3m depth and getting out soil including forming bottom surface to required slope/gradient for laying cables/pipes,foundations,laying of cable, shafts, well, cesspits, manholes etc. complete all as specified and directed. | 112 | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Excavation in over areas in soft & loose soil exceeding 1.5 mtr depth but not exceeding 3m depth and getting out soil complete all as specified and directed. | 574 | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | 300 | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Returning, filling in including spreading, leveling, watering and well ramming in layers of not exceeding 25 cm thick after the cables & pipes etc. are laid, jointed & tested and foundations complete all as specified and directed by Engineer-in-Charge. | 71.48 | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Removal of surplus excavated spoil not exceeding 50 Mtr distance and depositing where directed by Engineer-in-Charge at a level not exceeding 1.5 m above the starting point complete all as specified. | 916.4 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | M&L for plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations for tubular post ,filling & mass concrete etc complete all as specified and directed. | 58 | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | M&L for Boulder pitching grouted with cement and sand mortar 1:6, laid dry hand packed tightly complete all as specified and directed. | 61 | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | M&L for Brick work with using fly ash bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6 etc complete all as specified & directed. | 107.4 | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | M&L for rendering 15 mm thick on fair face of brick masonry/concrete surface etc., in cement mortar 1:4, finishing even and smooth without using extra cement mixed with WPC as per manufacture instructions complete all as specified and as directed. (Note:Water proofing compound shall be measured and paid seprerately under respective item of "BoQ") | 526 | Sqm | - | - | BI01010001010000000000000515BI0100001122 |
stage.html
html • 0.05 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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.58 MB
sketch.pdf
Additional Documents • 0.28 MB
3363tenderdocuments.pdf
Tender Documents • 2.24 MB
BOQ_848109.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid