Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | ₹7.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹9.9 L+₹2.5 L (33.3%)Rejected-Finance | ₹9.9 L+₹2.5 L (33.3%) | L2 | Rejected-Finance 2nd Lowest. |
| 3 | Rejected-Technical | - | - | Rejected-Technical Desired documents are not submitted by your firm as per the NIT Provision. |
| Sl No | Description | Qty | Unit | shristi- sam lain yogi jv L2 | DEVANSHU JAIN CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | M&L for Boring holes of dia 300mm , upto 18 m deep in soft/hard soil/gravels for and getting out and disposal of spoil to a distance of n exc. 50 m complete all as specified & directed. | 18 | RM | 1,500 ₹27,000 Lowest | 1,500 ₹27,000 Lowest |
| 2.00 | M&L PCC 1:2:4 type B-1, 100 mm thick (using 20 mm graded stone aggregate) as in flooring/hardstanding complete all as specified & directed. | 3 | Sqm | 1,250 ₹3,750 Lowest | 4,500 ₹13,500 |
| 3.00 | Material & labour for 40mm thick cement concrete 1:2:4 type B-1 including mixed with hardener (as per manufactures instructions, using 20mm graded stone aggregate) as in flooring, surface finished even and smooth by using extra cement complete all as specified and directed . | 5.9 | Sqm | 800 ₹4,720 Lowest | 4,500 ₹26,550 |
| 4.00 | Supply only 3mm thick and 38 mm wide glass strips as in floor complete all as specified and directed. | 1 | RM | 2,000 ₹2,000 | 600 ₹600 Lowest |
| 5.00 | Excavation in trenches n exc 1.5 mtr wide and n exc 1.5 mtr deep for foundation etc in soft/loose soil and getting out complete all as specified & directed. | 4 | Cum | 200 ₹800 Lowest | 200 ₹800 Lowest |
| 6.00 | Excavation in trenches exc 1.5 mtr wide and exc 1.5 mtr deep but not exc 3.0 m for foundation etc and getting out complete all as specified & directed. | 4 | Cum | 250 ₹1,000 Lowest | 300 ₹1,200 |
| 7.00 | Returning filling in incl spreading levelling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified & directed. | 3 | Cum | 150 ₹450 | 100 ₹300 Lowest |
| 8.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified & directed. | 5 | Cum | 500 ₹2,500 | 150 ₹750 Lowest |
| 9.00 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated asper IS:10910, on 12mm dia steel bar conforming to IS: 1786, having minimum cross section as 23mm X 25mm and over all minimum length 263mm and width as 165mm with minimum 112 mm space between protruded legs having 2mm tread on top surface by ribbing or chequiring besides necessary and adequate anchoring projection on tail length on 138mm and suitable to with stand the bend test and chemical resistance identification mark to be visible even after fixing, including fixing manhole with 30X20X15cm cement concrete block 1:3:6(1 cement: 3 Coarse sand: 6 graded stone aggregrate 20mm nominal size) complete as per design complete all as specified & directed. | 2 | Each | 550 ₹1,100 Lowest | 5,000 ₹10,000 |
| 10.00 | M & L for precast RCC 1:2:4 type B-1(using 20mm graded stone aggregate)for cover slabs including placing and set in CM 1:6 (below or above ground level) reinforced complete all as specified & directed. | 0.35 | Cum | 8,200 ₹2,870 | 7,000 ₹2,450 Lowest |
Tender Value
₹9.6 L
EMD Value
₹19,300
Closing Date
31 Jul 2026, 6:00 pmClosed
HQ CWE Meerut
29J The Mall Road Meerut Cantt Uttar Pradesh 250001
PROVN OF RAIN WATER HARVESTING AT RA BAZAR UNDER GE (NORTH) MEERUT CANTT
2026_MES_752546_4
94338/MRT/2025-26/E8
Open Tender
Civil Works
Item Rate
180 days
MEERUT CANTT
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE (NORTH) MEERUT
₹19,300
Yes
9 Sept 2026
9 Jul 2026
6 Aug 2026
9 Jul 2026
31 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for Boring holes of dia 300mm , upto 18 m deep in soft/hard soil/gravels for and getting out and disposal of spoil to a distance of n exc. 50 m complete all as specified & directed. | 18 | RM | - | - |
| 2 | M&L PCC 1:2:4 type B-1, 100 mm thick (using 20 mm graded stone aggregate) as in flooring/hardstanding complete all as specified & directed. | 3 | Sqm | - | - |
| 3 | Material & labour for 40mm thick cement concrete 1:2:4 type B-1 including mixed with hardener (as per manufactures instructions, using 20mm graded stone aggregate) as in flooring, surface finished even and smooth by using extra cement complete all as specified and directed . | 5.9 | Sqm | - | - |
| 4 | Supply only 3mm thick and 38 mm wide glass strips as in floor complete all as specified and directed. | 1 | RM | - | - |
| 5 | Excavation in trenches n exc 1.5 mtr wide and n exc 1.5 mtr deep for foundation etc in soft/loose soil and getting out complete all as specified & directed. | 4 | Cum | - | - |
| 6 | Excavation in trenches exc 1.5 mtr wide and exc 1.5 mtr deep but not exc 3.0 m for foundation etc and getting out complete all as specified & directed. | 4 | Cum | - | - |
| 7 | Returning filling in incl spreading levelling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified & directed. | 3 | Cum | - | - |
| 8 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified & directed. | 5 | Cum | - | - |
| 9 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated asper IS:10910, on 12mm dia steel bar conforming to IS: 1786, having minimum cross section as 23mm X 25mm and over all minimum length 263mm and width as 165mm with minimum 112 mm space between protruded legs having 2mm tread on top surface by ribbing or chequiring besides necessary and adequate anchoring projection on tail length on 138mm and suitable to with stand the bend test and chemical resistance identification mark to be visible even after fixing, including fixing manhole with 30X20X15cm cement concrete block 1:3:6(1 cement: 3 Coarse sand: 6 graded stone aggregrate 20mm nominal size) complete as per design complete all as specified & directed. | 2 | Each | - | - |
| 10 | M & L for precast RCC 1:2:4 type B-1(using 20mm graded stone aggregate)for cover slabs including placing and set in CM 1:6 (below or above ground level) reinforced complete all as specified & directed. | 0.35 | Cum | - | - |
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 • 0.26 MB
TD2.pdf
Tender Documents • 0.20 MB
TD3.pdf
Tender Documents • 0.24 MB
TD4.pdf
Tender Documents • 1.15 MB
BOQ_870567.xls
BOQ • 3.43 MB
TD1.pdf
Tender Documents • 0.38 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 .