Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.4 LAccepted-AOC | ₹40.4 L Quoted ₹40.7 L | L1 | Accepted-AOC L1 is accepted |
| 2 | L2₹41.8 L+₹1.1 L (2.76%)Rejected-AOC | ₹41.8 L+₹1.1 L (2.76%) | L2 | Rejected-AOC L1 is accepted |
| 3 | L3₹42.6 L+₹1.9 L (4.74%)Rejected-AOC 301 CHAMUNDA ENCLAVE PLOT NO 89 AIROLI SECTOR 8A NAVI MUMBAI 400 708 | THANE | MAHARASHTRA | 400708 | ₹42.6 L+₹1.9 L (4.74%) | L3 | Rejected-AOC L1 is accepted |
| 4 | L4₹43.6 L+₹3.0 L (7.26%)Rejected-AOC | ₹43.6 L+₹3.0 L (7.26%) | L4 | Rejected-AOC L1 is accepted |
| 5 | L5₹44.0 L+₹3.3 L (8.16%)Rejected-AOC | ₹44.0 L+₹3.3 L (8.16%) | L5 | Rejected-AOC L1 is accepted |
| Sl No | Description | Qty | Unit | HEM RAJ GURUNG L2 | PRASAD PRADHAN AND SON L1 | S K ENTERPRISES L3 | SUNIL PRADHAN L4 | G K SUTHAR L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not execeeding 1.5m wide and not exceeding 1.5m deep for foundation, laying of pipes etc., or for shafts, wells, cesspits , manholes etc., n.exc 10 sqm on plan and n exceeding 1.5 m depth and getting out in soft/ loose soil complete all as directed by Engineer-in-Charge. | 70 | Cum | 405 ₹28,350 | 398 ₹27,860 Lowest | 450 ₹31,500 | 423 ₹29,610 | 427 ₹29,890 |
| 2.00 | Excavation in trenches, execeeding 1.5m wide and not exceeding 3.0 m deep for foundation, laying of pipes etc., or for shafts, wells, cesspits , manholes etc., n.exc 10 sqm on plan and exceeding 1.5 m and not exceeding 3.0 m in depth and getting out in hard/ dense soil complete all as directed by Engineer-in-Charge. | 1.25 | Cum | 420 ₹525 Lowest | 450 ₹562.5 | 420 ₹525 Lowest | 438 ₹547.5 | 443 ₹553.75 |
| 3.00 | M&L for plain cement concrete (1:4:8) mix, type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 1.95 | Cum | 7,000 ₹13,650 Lowest | 7,500 ₹14,625 | 7,000 ₹13,650 Lowest | 7,315 ₹14,264.25 | 7,385 ₹14,400.75 |
| 4.00 | Returning, filling in soil, including spreading leveling, watering and well ramming in laying not exceeding 25 cm thick complete all as directed by Engineer-in-Charge. | 25 | Cum | 200 ₹5,000 | 190 ₹4,750 Lowest | 200 ₹5,000 | 209 ₹5,225 | 199 ₹4,975 |
| 5.00 | Removing excavated soil to a distance n.exc 50 m and depositing where directed at a level n.exe 1.5 m above the starting point complete all as directed by Engineer-in-Charge. | 47 | Cum | 400 ₹18,800 | 395 ₹18,565 Lowest | 400 ₹18,800 | 418 ₹19,646 | 422 ₹19,834 |
| 6.00 | M&L for plain cement concrete bed (1:3:6), type C2 (using 40 mm graded stone aggregate) to drain pipe 100/110 mm bore including packing under and hunching against the sides of pipes after they laid and tested including demolition and breaking up (internal dia of pipe 100/110 mm) old broken, AC, SWG soil waste and vent pipes of any bore including accessories set in cement mortar and removing rubbish from site as directed by Engineer in charge complete all as specified and directed. | 350 | Rm | 725 ₹2,53,750 | 675 ₹2,36,250 Lowest | 750 ₹2,62,500 | 757 ₹2,64,950 | 764 ₹2,67,400 |
| 7.00 | M&L for plain cement concrete bed (1:3:6), type C2 (using 40 mm graded stone aggregate) to drain pipe 150/160 mm bore including packing under and hunching against the sides of pipes after they laid and tested including demolition and breaking up (internal dia of pipe 100/110 mm) old broken, AC, SWG soil waste and vent pipes of any bore including accessories set in cement mortar and removing rubbish from site as directed by Engineer in charge complete all as specified and directed. | 350 | Rm | 975 ₹3,41,250 | 910 ₹3,18,500 Lowest | 950 ₹3,32,500 | 1,018 ₹3,56,300 | 1,028 ₹3,59,800 |
| 8.00 | S&F PVC (SWR) pipes 110 mm bore single socket in any length with rubber ring joints laid in trenches including demolition and breaking up (internal dia of pipe 100/110 mm) old broken, AC, SWG soil waste and vent pipes of any bore including accessories set in cement mortar and removing rubbish from site as directed by Engineer in charge complete all as specified and directed. | 350 | Rm | 900 ₹3,15,000 | 855 ₹2,99,250 Lowest | 950 ₹3,32,500 | 940 ₹3,29,000 | 949 ₹3,32,150 |
| 9.00 | S&F PVC (SWR) pipes 160 mm bore single socket in any length with rubber ring joints laid in trenches complete all as specified and as directed. | 350 | Rm | 1,690 ₹5,91,500 | 1,600 ₹5,60,000 Lowest | 1,725 ₹6,03,750 | 1,766 ₹6,18,100 | 1,782 ₹6,23,700 |
| 10.00 | Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for including cutting of reinforcement as required to facilliate demolition complete all as specified and directed. | 5 | Cum | 1,100 ₹5,500 Lowest | 1,200 ₹6,000 | 1,100 ₹5,500 Lowest | 1,149 ₹5,745 | 1,160 ₹5,800 |
Tender Value
₹37 L
EMD Value
₹74,000
Closing Date
25 Jun 2026, 6:00 pmClosed
GARRISON ENGINEER
GE 867 EWS, C/O 99 APO
REPAIR/REPLACEMENT CLEANING OF SEWAGE LINE, SEPTIC TANK AND MANHOLES AT ZONE A KALIMPONG SHERWANI MIL STN UNDER GE 867 EWS
2026_MES_761798_2
8580/E8
Open Tender
Civil Works
Item Rate
180 days
KALIMPONG
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE 867 EWS
₹74,000
12 Sept 2026
11 Jun 2026
27 Jun 2026
11 Jun 2026
25 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches, not execeeding 1.5m wide and not exceeding 1.5m deep for foundation, laying of pipes etc., or for shafts, wells, cesspits , manholes etc., n.exc 10 sqm on plan and n.exceeding 1.5 m depth and getting out in soft/ loose soil, etc. complete all as specified and as directed. | 35 | Cum | - | - |
| 2 | Excavation in trenches, execeeding 1.5m wide and not exceeding 3.0 m deep for foundation, laying of pipes etc., or for shafts, wells, cesspits , manholes etc., n.exc 10 sqm on plan and exceeding 1.5 m and n.exceeding 3.0 m in depth and getting out in hard/ dense soil, etc. complete all as specified and as directed. | 5.5 | Cum | - | - |
| 3 | Returning, filling in soil, including spreading leveling, watering and well ramming in laying not exceeding 25 cm thick, etc. complete all as specified and as directed. | 10.5 | Cum | - | - |
| 4 | Removing excavated soil to a distance n.exc 50m and depositing where directed at a level n.exe 1.5 m above the starting point, etc. complete all as specified and as directed. | 30 | Cum | - | - |
| 5 | Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for including cutting of reinforcement as required to facilliate demolition, etc. complete all as specified and as directed. | 2.5 | Cum | - | - |
| 6 | M&L Precast RCC (1:2:4) type B1 (using 20 mm graded crushed stone aggreagate) as in cover slabs set in cement mortar (1:4) including all necessary form work and finishing exposed surfaces of concrete even and smooth with out using extra cement, etc. complete all as specified and as directed. | 2.5 | Cum | - | - |
| 7 | M&L for Mild steel deformed TMT bars 10 mm dia and above as in reinforcement to concrete cut to length bent to shape required including cranking bending and binding with and including mild steel wire (annealed) not less than 0.9mm dia, etc. complete all as specified and as directed. | 300 | Kg | - | - |
| 8 | Demoliton of cement concrete (unreinforced) at any position any description not otherwise specifically provided for, etc. complete all as specified and as directed. | 21 | Cum | - | - |
| 9 | M&L Plain cement concrete (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in benching of manholes including necessary formwork, weathering, slightly rounded or chamfered angles, finishing of exposed surfaces of concrete to even and smooth without using extra cement, etc. complete all as specified and as directed. | 7 | Cum | - | - |
| 10 | M&L Plain cement concrete (1:3:6) type C1 (using 20 mm graded crushed stone aggregate) as in coping including necessary formwork, weathering, slightly rounded or chamfered angles, finishing of exposed surfaces of concrete to even and smooth without using extra cement, etc. complete all as specified and as directed. | 1 | Cum | - | - |
stage.html
html • 0.06 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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.18 MB
Tender.pdf
Tender Documents • 0.82 MB
BOQ_863973.xls
BOQ • 0.31 MB
BOQCORRIGENDUM1.pdf
PDF • 0.97 MB
datecorrigendum.pdf
PDF • 0.45 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 .