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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED BEING LOWEST QUOTED | |
| 2 | L2₹44.2 L+₹24,834.75 (0.56%)Rejected-AOC | L2 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED | |
| 3 | L3₹44.3 L+₹30,791.15 (0.70%)Rejected-AOC | L3 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED | |
| 4 | L4₹45.0 L+₹1.0 L (2.31%)Rejected-AOC 186 D STREET NO 7 GREEN CITY RANJIT SAGAR ROAD NEAR ARMY STATION JAMNAGAR 362 225 | JAMNAGAR | JAMNAGAR | GUJARAT | 362225 | L4 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED | |
| 5 | L5₹45.1 L+₹1.1 L (2.53%)Rejected-AOC 274 210 DAFNALA ROAD SHAHIBAUG AHMEDABAD GUJARAT 380009 | AHMADABAD | GUJARAT | 380009 | L5 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED |
| Sl No | Description | Qty | Unit | Nitesh Enterprise L6 | ALBA AC AND REF SERVICES L5 | EVEREST BUILDERS L9 | JAMNAGAR ELECTRIC AND MACHINERY CO L7 | Shivaang Enterprise L1 | SAPPERS CONSTRUCTION L4 | M/S AAYUSH ENGINEERING&COMPANY L8 | Prashiv Enterprise L2 | Aggarwal Brothers and company L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out soft/loose soil complete all as specified and directed by Engr-in-Charge | 217.49 | CUM | 575 ₹1,25,056.75 | 525 ₹1,14,182.25 | 590 ₹1,28,319.1 | 565 ₹1,22,881.85 | 480 ₹1,04,395.2 | 550 ₹1,19,619.5 | 300 ₹65,247 Lowest | 535 ₹1,16,357.15 | 550 ₹1,19,619.5 |
| 2.00 | M&L for Cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation and mass filling in drains complete all as specified and directed by Engr-in-Charge | 43.56 | CUM | 5,450 ₹2,37,402 | 5,500 ₹2,39,580 | 5,400 ₹2,35,224 | 5,200 ₹2,26,512 Lowest | 5,500 ₹2,39,580 | 5,300 ₹2,30,868 | 5,500 ₹2,39,580 | 5,650 ₹2,46,114 | 5,600 ₹2,43,936 |
| 3.00 | M&L for Brickwork with subclass ‘B’ old size bricks in cement mortar 1:6 straight or curved on plan exc 6 mtr mean radius complete all as specified and directed by Engr-in-Charge | 250.52 | CUM | 5,700 ₹14,27,964 | 6,500 ₹16,28,380 | 5,600 ₹14,02,912 Lowest | 6,100 ₹15,28,172 | 6,000 ₹15,03,120 | 6,250 ₹15,65,750 | 6,700 ₹16,78,484 | 6,250 ₹15,65,750 | 6,200 ₹15,53,224 |
| 4.00 | M&L Rendring 15mm thick on fair faces of brick work or concrete surfaces with water proof compound (LWPC will be measured and paid seperately) on wall in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.
Note :- Water proofing compound shall be measured and paid seperately under respective item. | 971.73 | SQM | 315 ₹3,06,094.95 | 300 ₹2,91,519 | 393 ₹3,81,889.89 | 395 ₹3,83,833.35 | 290 ₹2,81,801.7 | 285 ₹2,76,943.05 Lowest | 410 ₹3,98,409.3 | 300 ₹2,91,519 | 285 ₹2,76,943.05 Lowest |
| 5.00 | Supply only integral liquid water proofing compound (ISI marked). Make : Pidilite (Dr. Fixit Pidiproof LW) or equivalent of Fosroc / Sika / STP | 36.1 | LTR | 265 ₹9,566.5 | 230 ₹8,303 | 200 ₹7,220 | 285 ₹10,288.5 | 240 ₹8,664 | 200 ₹7,220 | 150 ₹5,415 Lowest | 300 ₹10,830 | 250 ₹9,025 |
| 6.00 | M&L for PCC (1:2:4) TYPE B1 (using 20mm graded stone aggregate) as in coping and other similar bands incl weathering, slightly rounded or chamfered, angles and waste of form work throating as directed incl necessary form work complete all as specified and directed by Engr-in-Charge | 6.77 | CUM | 5,950 ₹40,281.5 | 5,500 ₹37,235 | 5,900 ₹39,943 | 5,900 ₹39,943 | 5,600 ₹37,912 | 5,200 ₹35,204 Lowest | 6,400 ₹43,328 | 6,000 ₹40,620 | 5,600 ₹37,912 |
| 7.00 | M & L for PCC(1:2:4) type B-1 using 20 mm graded stone aggregate in surface channels or drains and benching including finishing the top of benching even and smooth using extra cement complete all as specified and directed by Engr-in-Charge | 6.77 | CUM | 5,950 ₹40,281.5 | 5,500 ₹37,235 | 5,900 ₹39,943 | 5,900 ₹39,943 | 5,600 ₹37,912 | 5,200 ₹35,204 Lowest | 6,400 ₹43,328 | 6,000 ₹40,620 | 5,600 ₹37,912 |
| 8.00 | Removal of excavated material (soil) to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above or below the starting point complete all as specified & directed by Engr-in-Charge. | 217.49 | CUM | 155 ₹33,710.95 | 125 ₹27,186.25 | 150 ₹32,623.5 | 135 ₹29,361.15 | 100 ₹21,749 Lowest | 130 ₹28,273.7 | 120 ₹26,098.8 | 150 ₹32,623.5 | 150 ₹32,623.5 |
| 9.00 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of all kind of soil excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 270 | CUM | 520 ₹1,40,400 | 500 ₹1,35,000 | 500 ₹1,35,000 | 495 ₹1,33,650 | 500 ₹1,35,000 | 500 ₹1,35,000 | 450 ₹1,21,500 Lowest | 500 ₹1,35,000 | 450 ₹1,21,500 Lowest |
| 10.00 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5mtr in depth , exc 1.5 m in width including getting out and disposal of all kind of soil excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 270 | CUM | 850 ₹2,29,500 | 635 ₹1,71,450 | 800 ₹2,16,000 | 580 ₹1,56,600 | 750 ₹2,02,500 | 850 ₹2,29,500 | 450 ₹1,21,500 Lowest | 550 ₹1,48,500 | 650 ₹1,75,500 |
Tender Value
Refer Docs
EMD Value
₹87,000
Closing Date
10 Jun 2026, 6:00 pmClosed
GE ARMY GANDHINAGAR
GE ARMY GANDHINAGAR PO BSF CAMPUS GANDHINAGAR 382045
PROVN OF ARTIFICIAL RECHARGE STRUCTURE AND ALLIED ITEMS FOR RAIN WATER HARVESTING RWH AT MIL STN DHRANGADHRA
2026_MES_762345_2
GE(A)/GNR/TOKEN/25 of 2026-27
Open Tender
Civil Works
Item Rate
180 days
MIL STN DHRANGADHRA
AS PER TENDER DOCUMENTS
5 documents required · 5 mandatory
₹500
GE ARMY GANDHINAGAR
₹87,000
Yes
31 Jul 2026
25 May 2026
12 Jun 2026
25 May 2026
10 Jun 2026
4 Jun 2026
25 May 2026 - 2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5 m deep and getting out soft/loose soil complete all as specified and directed by Engr-in-Charge | 217.49 | CUM | - | - |
| 2 | M&L for Cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation and mass filling in drains complete all as specified and directed by Engr-in-Charge | 43.56 | CUM | - | - |
| 3 | M&L for Brickwork with subclass ‘B’ old size bricks in cement mortar 1:6 straight or curved on plan exc 6 mtr mean radius complete all as specified and directed by Engr-in-Charge | 250.52 | CUM | - | - |
| 4 | M&L Rendring 15mm thick on fair faces of brick work or concrete surfaces with water proof compound (LWPC will be measured and paid seperately) on wall in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.
Note :- Water proofing compound shall be measured and paid seperately under respective item. | 971.73 | SQM | - | - |
| 5 | Supply only integral liquid water proofing compound (ISI marked). Make : Pidilite (Dr. Fixit Pidiproof LW) or equivalent of Fosroc / Sika / STP | 36.1 | LTR | - | - |
| 6 | M&L for PCC (1:2:4) TYPE B1 (using 20mm graded stone aggregate) as in coping and other similar bands incl weathering, slightly rounded or chamfered, angles and waste of form work throating as directed incl necessary form work complete all as specified and directed by Engr-in-Charge | 6.77 | CUM | - | - |
| 7 | M & L for PCC(1:2:4) type B-1 using 20 mm graded stone aggregate in surface channels or drains and benching including finishing the top of benching even and smooth using extra cement complete all as specified and directed by Engr-in-Charge | 6.77 | CUM | - | - |
| 8 | Removal of excavated material (soil) to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above or below the starting point complete all as specified & directed by Engr-in-Charge. | 217.49 | CUM | - | - |
| 9 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of all kind of soil excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 270 | CUM | - | - |
| 10 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5mtr in depth , exc 1.5 m in width including getting out and disposal of all kind of soil excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 270 | CUM | - | - |
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