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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC NO 18 8 254 26 RAKSHAPURAM SAIDABAD POST HYDERABAD 500 005 | HYDERABAD | HYDERABAD | TELANGANA | 500005 | L1 | Accepted-AOC Being L1 bidder | |
| 2 | L2₹3.7 Cr+₹9.8 L (2.71%)Rejected-AOC 39 40 DASHMESH MARKET CIVIL GURUDWARA LINE PORT BLAIR 744 101 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L2 | Rejected-AOC Not being L1 bidder | |
| 3 | L3₹3.8 Cr+₹16.5 L (4.58%)Rejected-AOC PLOT NO 178 A MLA COLONY ROAD NO 12 BANJARA HILLS HYDERABAD 500 034 | HYDERABAD | TELANGANA | 500034 | L3 | Rejected-AOC Not being L1 bidder | |
| 4 | L4₹3.9 Cr+₹28.2 L (7.84%)Rejected-AOC SECUNDERABAD | WARANGAL | TELANGANA | 506350 | L4 | Rejected-AOC Not being L1 bidder | |
| 5 | L5₹3.9 Cr+₹34.4 L (9.55%)Rejected-AOC | L5 | Rejected-AOC Not being L1 bidder |
| Sl No | Description | Qty | Unit | STANDARD AGENCIES L2 | SAI RUPA CONSTRUCTIONS L4 | R. Wadhumal and Sons L6 | M/s Amit Associates L7 | A CHINNARAO REDDY L5 | Sukhdevraj Sharma Engineers & Contractors Pvt Ltd L9 | SRICO PROJECTS PVT LTD L3 | Saiansh Associates L8 | saradhi construction combines L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling posts/struts (wood, steel or RCC) any section including taking out embedded portion from concrete,brick work, masonry etc and making good disturbed ground complete all as specified and directed . | 288.75 | Running Metre | 29 ₹8,373.75 | 18 ₹5,197.5 | 15 ₹4,331.25 Lowest | 30 ₹8,662.5 | 136 ₹39,270 | 153 ₹44,178.75 | 100 ₹28,875 | 50 ₹14,437.5 | 50 ₹14,437.5 |
| 2.00 | Dismantling of Galvanised 2 strand, steel barbed wire 2.24mm dia etc. complete all as specified and directed. | 20 | 100 Running Meter | 290 ₹5,800 | 900 ₹18,000 | 400 ₹8,000 | 50 ₹1,000 Lowest | 180 ₹3,600 | 1,350 ₹27,000 | 500 ₹10,000 | 100 ₹2,000 | 500 ₹10,000 |
| 3.00 | Cleaning of Shrubs/bushes along the permiter complete all as specified and as directed. | 7,000 | Square Metre | 39 ₹2,73,000 | 45 ₹3,15,000 | 10 ₹70,000 Lowest | 10 ₹70,000 Lowest | 45 ₹3,15,000 | 63 ₹4,41,000 | 20 ₹1,40,000 | 50 ₹3,50,000 | 10 ₹70,000 Lowest |
| 4.00 | Earth work in excavation of all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as specified and directed. | 1,600 | Cubic Metre | 290 ₹4,64,000 | 360 ₹5,76,000 | 255 ₹4,08,000 | 250 ₹4,00,000 | 306 ₹4,89,600 | 432 ₹6,91,200 | 200 ₹3,20,000 | 280 ₹4,48,000 | 180 ₹2,88,000 Lowest |
| 5.00 | Earth work in excavation of Ordinary rock by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as specified and directed. | 136 | Cubic Metre | 330 ₹44,880 | 720 ₹97,920 | 700 ₹95,200 | 280 ₹38,080 Lowest | 1,260 ₹1,71,360 | 432 ₹58,752 | 450 ₹61,200 | 700 ₹95,200 | 500 ₹68,000 |
| 6.00 | Earth work in excavation of hard rock by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as specified and directed. | 58 | Cubic Metre | 498 ₹28,884 | 1,440 ₹83,520 | 1,200 ₹69,600 | 500 ₹29,000 | 1,530 ₹88,740 | 432 ₹25,056 Lowest | 600 ₹34,800 | 800 ₹46,400 | 2,000 ₹1,16,000 |
| 7.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation and getting out in hard / dense soil complete all as specified and as directed. | 871 | Cubic Metre | 289 ₹2,51,719 | 360 ₹3,13,560 | 300 ₹2,61,300 | 250 ₹2,17,750 | 207 ₹1,80,297 Lowest | 432 ₹3,76,272 | 300 ₹2,61,300 | 300 ₹2,61,300 | 300 ₹2,61,300 |
| 8.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation and getting out in hard rock complete all as specified and as directed. | 44 | Cubic Metre | 389 ₹17,116 | 1,260 ₹55,440 | 1,600 ₹70,400 | 300 ₹13,200 Lowest | 1,350 ₹59,400 | 432 ₹19,008 | 600 ₹26,400 | 1,000 ₹44,000 | 2,000 ₹88,000 |
| 9.00 | Material & Labour for plain cement concrete 1:4:8 (40mm graded aggregate) type D2 in foundation, filling and mass concrete complete all as specified and as directed. | 295.5 | Cubic Metre | 3,333 ₹9,84,901.5 | 2,880 ₹8,51,040 Lowest | 4,800 ₹14,18,400 | 4,000 ₹11,82,000 | 5,040 ₹14,89,320 | 4,500 ₹13,29,750 | 3,000 ₹8,86,500 | 5,500 ₹16,25,250 | 4,000 ₹11,82,000 |
| 10.00 | Material & Labour form work to sides of concrete footing, bases of coloumn such as plinth beam, sides of concret foundation, and similar work rough finished surfaces of flat concrete all as specified and as directed. | 3,462 | Square Metre | 222 ₹7,68,564 | 450 ₹15,57,900 | 320 ₹11,07,840 | 500 ₹17,31,000 | 504 ₹17,44,848 | 450 ₹15,57,900 | 100 ₹3,46,200 Lowest | 450 ₹15,57,900 | 240 ₹8,30,880 |
Tender Value
₹4.1 Cr
EMD Value
₹4.9 L
Closing Date
7 Apr 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer Chennai Zone, Chennai Island Groun
Chief Engineer Chennai Zone, Chennai Island Grounds, Chennai
CONSTRUCTION OF BOUNDARY WALL CUM AOC RECORDS MAIN GATE TO CEMENTRY GATE AND FC AREA TO ASSAULT AREA, TRG BN OF AOC CENTRE SECUNDERABAD
2026_MES_755416_1
89119/E8
Open Tender
Civil Works
Item Rate
365 days
SECUNDERABAD
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹2,000
Yes
GE SOUTH SECUNDERABAD
₹4.9 L
Yes
25 May 2026
10 Mar 2026
14 Apr 2026
10 Mar 2026
7 Apr 2026
31 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling posts/struts (wood, steel or RCC) any section including taking out embedded portion from concrete,brick work, masonry etc and making good disturbed ground complete all as specified and directed . | 288.75 | Running Metre | - | - |
| 2 | Dismantling of Galvanised 2 strand, steel barbed wire 2.24mm dia etc. complete all as specified and directed. | 20 | 100 Running Meter | - | - |
| 3 | Cleaning of Shrubs/bushes along the permiter complete all as specified and as directed. | 7,000 | Square Metre | - | - |
| 4Earth work in excavation of all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as specified and directed. | |||||
| 5 | Earth work in excavation of Ordinary rock by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as specified and directed. | 136 | Cubic Metre | - | - |
| 6 | Earth work in excavation of hard rock by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as specified and directed. | 58 | Cubic Metre | - | - |
| 7Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation and getting out in hard / dense soil complete all as specified and as directed. | |||||
| 8 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation and getting out in hard rock complete all as specified and as directed. | 44 | Cubic Metre | - | - |
| 9Material & Labour for plain cement concrete 1:4:8 (40mm graded aggregate) type D2 in foundation, filling and mass concrete complete all as specified and as directed. | |||||
| 10Material & Labour form work to sides of concrete footing, bases of coloumn such as plinth beam, sides of concret foundation, and similar work rough finished surfaces of flat concrete all as specified and as directed. | |||||
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