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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | FIRST₹22.7 LAccepted-AOC 14 3RD CROSS ASHWATHNAGAR RMV 2ND STAGE SANJAY NAGAR POST HEBBAL BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | FIRST | Accepted-AOC BEING LOWEST | |
| 2 | SECOND₹23.4 LRejected-Finance 10 AISHWARYA 1ST FLOOR 2ND CROSS ANNAYAPPA GARDEN NEW THIPPASANDRA HAL HAL III STAGE BANGALORE 560075 | BENGALURU URBAN | KARNATAKA | 560075 | SECOND | Rejected-Finance BEING NOT LOWEST | |
| 3 | THIRD₹25.1 LRejected-Finance | THIRD | Rejected-Finance BEING NOT LOWEST | |
| 4 | FOURTH₹26.8 LRejected-Finance NO 49 MSN NILAYAM 3RD CROSS HILL VIEW GARDEN TUNAHALLI SUBRAMANYAPURA POST BANGALORE 560061 | BANGALORE | BANGALORE | KARNATAKA | 560061 | FOURTH | Rejected-Finance BEING NOT LOWEST |
| Sl No | Description | Qty | Unit | B5BUILDING SOLUTIONS L3 | PRAGATHI BUILDERS L4 | VARALAKSHMI CONSTRUCTIONS L2 | M/s SL CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not Exceeding. 1.50 mtr wide and getting out in hard/dense soil. | 600 | Cum | 350 ₹2,10,000 | 302 ₹1,81,200 Lowest | 490 ₹2,94,000 | 580 ₹3,48,000 |
| 2.00 | All as per item No. 1 here-in-before but exceeding 1.5 m deep and not exceeding 3.00m deep. | 5 | Cum | 490 ₹2,450 | 400 ₹2,000 Lowest | 700 ₹3,500 | 680 ₹3,400 |
| 3.00 | Excavation in trenches not Exceeding. 1.50 mtr wide and getting out in Soft/disintegated rock. . | 10 | Cum | 340 ₹3,400 Lowest | 400 ₹4,000 | 540 ₹5,400 | 780 ₹7,800 |
| 4.00 | Demolition of PCC of in ground floor & paving n exc 15cm thick (above or below GL) | 5 | Cum | 900 ₹4,500 | 500 ₹2,500 | 300 ₹1,500 Lowest | 400 ₹2,000 |
| 5.00 | Dismantling and breaking up CI pipeset in Cement morter, 100mm bore and getting out from trenches. | 100 | RM | 100 ₹10,000 | 80 ₹8,000 | 15 ₹1,500 Lowest | 30 ₹3,000 |
| 6.00 | Demolation & bracking up 150mm bore drain pipes (salt glazed ware,AC or reinforeced pipes) set in cement mortar | 50 | RM | 150 ₹7,500 | 80 ₹4,000 | 15 ₹750 Lowest | 30 ₹1,500 |
| 7.00 | Demolation & bracking up 200mm bore drain pipes (salt glazed ware,AC or reinforeced pipes) set in cement mortar | 40 | RM | 180 ₹7,200 | 100 ₹4,000 | 20 ₹800 Lowest | 30 ₹1,200 |
| 8.00 | M&L for under ground double wall corrugated pipes of 200 mm bore made with HDPE material used for conveying and facilating smooth flow of sewage (UD pipe S 20 / SN4/SDR 41, in any length with rubber ring and solvent joints, including couplers and all necessary fixing arrangemnt laid in treaches or in floors (Note :- These pipe having smooth internal surfaces and corrugated external surfaces) | 600 | RM | 790 ₹4,74,000 | 1,200 ₹7,20,000 | 711.9 ₹4,27,140 Lowest | 880 ₹5,28,000 |
| 9.00 | M&L for under ground double wall corrugated pipes of 150 mm bore made with HDPE material used for conveying and facilating smooth flow of sewage (UD pipe S 20 / SN4/SDR 41, in any length with rubber ring and solvent joints, including couplers and all necessary fixing arrangemnt laid in treaches or in floors (Note :- These pipe having smooth internal surfaces and corrugated external surfaces) | 100 | RM | 690 ₹69,000 | 900 ₹90,000 | 453.01 ₹45,301 Lowest | 650 ₹65,000 |
| 10.00 | M&L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation filling in mass concrete. | 25 | Cum | 6,300 ₹1,57,500 | 5,000 ₹1,25,000 | 2,500 ₹62,500 Lowest | 3,800 ₹95,000 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
17 Mar 2026, 6:00 pmClosed
GE AF MARATHAHALLI
GE AF MARATHAHALLI WIND TUNNEL ROAD, KEMPAPURA, YEMALUR POST, BANGALORE. PIN- 560037
SPECIAL REPAIR TO SEWAGE LINES FROM SUB GUARD ROOM TO STP AND MINOR WORK AT GAGAN VIHAR AT 26 ED AF UNDER GE (AF) MARATHAHALLI BANGALORE
2026_MES_754139_1
8825/E8
Open Tender
Civil Works
Item Rate
180 days
GE AF MARATHAHALLI
AS PER ENIT
7 documents required · 7 mandatory
₹500
GE AF MARATHAHALLI
₹60,000
Yes
18 May 2026
25 Feb 2026
23 Mar 2026
25 Feb 2026
17 Mar 2026
11 Mar 2026
Excavation in trenches not Exceeding. 1.50 mtr wide and getting out in hard/dense soil.
All as per item No. 1 here-in-before but exceeding 1.5 m deep and not exceeding 3.00m deep.
Excavation in trenches not Exceeding. 1.50 mtr wide and getting out in Soft/disintegated rock. .
Demolition of PCC of in ground floor & paving n exc 15cm thick (above or below GL)
Dismantling and breaking up CI pipeset in Cement morter, 100mm bore and getting out from trenches.
Demolation & bracking up 150mm bore drain pipes (salt glazed ware,AC or reinforeced pipes) set in cement mortar
Demolation & bracking up 200mm bore drain pipes (salt glazed ware,AC or reinforeced pipes) set in cement mortar
M&L for under ground double wall corrugated pipes of 200 mm bore made with HDPE material used for conveying and facilating smooth flow of sewage (UD pipe S 20 / SN4/SDR 41, in any length with rubber ring and solvent joints, including couplers and all necessary fixing arrangemnt laid in treaches or in floors (Note :- These pipe having smooth internal surfaces and corrugated external surfaces)
M&L for under ground double wall corrugated pipes of 150 mm bore made with HDPE material used for conveying and facilating smooth flow of sewage (UD pipe S 20 / SN4/SDR 41, in any length with rubber ring and solvent joints, including couplers and all necessary fixing arrangemnt laid in treaches or in floors (Note :- These pipe having smooth internal surfaces and corrugated external surfaces)
M&L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation filling in mass concrete.
M & L for PCC (1:4:8) type D2 for concrete bed to drain pipes 200mm bore including packing under and haunching against the sides of pipes after they are laid and tested, compllete all as directed.
M & L for PCC (1:4:8) type D2 for concrete bed to drain pipes 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested, compllete all as directed.
Demolition of Brick work or stone boulder masonery built in CM including PCC coping etc complete including disposal of debris outside MD land.
M&L for precast cement concrete block masonery with solid blocks, of (1:3:6) type C1 using 20mm aggregate exc. 10cm in width and setting in cement mortar (1:6) complete.
M & L for PCC (1:2:4) type B1(using 20mm graded stone aggregate) as in benching including finishing the concrete surfce even & smoth without using extra cement.
M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc ( Inner girth only be measured)
M&L 100mm thick cement concrete type B2, mix 1:2:4, (40mm graded stone aggregate) finished even and smooth without using extra cement as in Flooring / path
Taking down cement plaster on brick or stone walls or concrete surfaces including racking out joints, hacking for key and scrubbing down with water etc complete
M & L for rendering 15mm thick in CM 1:3 on fair faces brick or cement concrete surfaces & finised even & smoth without using extra cement. ( WPC shall be measured seperatly)
M & L for Taking down and re-plastering 15mm thick in CM 1:3 on fair faces brick or cement concrete surfaces & finised even & smoth without using extra cement to prevent the leekage / seapage complete all as specified and directed (Note : Working of re - plastering may very of height from 3 mtr to 15 mtr ).
Supply only water proofing compound.
Demolition of RCC of any discription and any position.
M&L for Pre-cast cover slab using PCC (1:2:4) type B1 using 20mm aggregate and set in CM 1:4 with top surface finished even and fair complete with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar complete with joints to match including necessary formwork all as specified & as directed.
M&L for TMT bars 6 to 8 mm dia cut to length bent to shape required including cranking bending spirally or hoping for columns, Hooking ends & binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips.
Cutting into existing mainholes for connecting new drains, making good to pipe and rendering, cutting out existing benching and forming branch channel (1/2 round or 3/4 section) in cement concrete PCC (1:2:4) type B1, smooth finished and reforming benching as required internal dia of pipe 150mm.
M&L PVC (SWR) gully trap 125/110mm, setting and jointing with soivent cement complete as repair.
Returning , filling in including spreading leveling watering and well ramming in layers not exceeding 25cm thick complete in hard/dence soil.
Removing excavated soil to a distance exceed 500m and not exceeding 1.50 Km and deposting at level not exceeding 1.50m above the starting point.
M & L for PCC (1:2:4) type B0 (using 12.5mm graded stone aggregate) as in coping and other similar bands including weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified & as directed.
M&L for cement concrete 50mm thick 1:3:6 type C2, using 40mm grade aggregate for repair to damage plinth Protection finished even & smooth without using extra cement complete.
S&F in repairs 110mm dia PVC (SWR) pipes, single socketed in any length with rubber ring joints and fixed to wall complete all as specified and directed
S&F in repairs 75 mm dia PVC (SWR) pipes, single socketed in any length with rubber ring joints and fixed to wall complete all as specified and directed
S&F in repairs 110 mm dia PVC (SWR) branch piece , double (double Y) equal or unequal complete all as specified and directed
S&F in repairs 75 mm dia PVC (SWR) branch piece , double (double Y) equal or unequal complete all as specified and directed
S&F in repairs 110 mm dia PVC (SWR) bends of any radius with access door complete all as specified and directed
S&F in repairs 75 mm dia PVC (SWR) bends of any radius with duck foot or heel rest fitted with oval access door complete all as specified and directed.
M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete as specified.
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