Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | ₹5.0 L | L1 | Accepted-AOC AOC |
| 2 | L2₹5.2 L+₹23,322 (4.69%)Rejected-Finance | ₹5.2 L+₹23,322 (4.69%) | L2 | Rejected-Finance Being other than L1 |
| 3 | L3₹6.9 L+₹2.0 L (39.7%)Rejected-Finance | ₹6.9 L+₹2.0 L (39.7%) | L3 | Rejected-Finance Being other than L1 |
| Sl No | Description | Qty | Unit | M/s Rahul Traders L2 | rupesh kumar jha L1 | M/S INDIA ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L RCC NP3 150 mm dia meter pipe depth avarage 0.70m to 1.65 mtr with 150 mm th PCC in 1:4:8, laid on 150 mm thick bed with excevation in any type of soil including main holes/drop manhole of standerd size made of brick masonary/RCC/Precast RCC with SFRC ventilating cover and frame. Including all items and activities to execute and sewer line functional complete. | 39 | RM | 800 ₹31,200 | 900 ₹35,100 | 745 ₹29,055 Lowest |
| 2.00 | M&L RCC NP3 200 mm dia meter pipe depth avarage 0.70m to 1.65 mtr with 150 mm th PCC in 1:4:8, laid on 150 mm thick bed with excevation in any type of soil including main holes/drop manhole of standerd size made of brick masonary/RCC/Precast RCC with SFRC ventilating cover and frame. Including all items and activities to execute and sewer line functional complete. | 40 | RM | 1,000 ₹40,000 | 1,000 ₹40,000 | 940 ₹37,600 Lowest |
| 3.00 | M & L Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 3.6M diaX4.5 M effeftive depth complete all as specified and directed. | 3 | EACH JOB | 1,26,000 ₹3,78,000 | 1,20,000 ₹3,60,000 Lowest | 1,74,500 ₹5,23,500 |
| 4.00 | Excavation in trenches not exceeding 1.5m wide and not exceedinf 1.5m in depth; for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense . | 12 | Cum | 200 ₹2,400 | 140 ₹1,680 Lowest | 290 ₹3,480 |
| 5.00 | M&L for PCC (1:3:6) type C2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified. | 3 | Cum | 3,000 ₹9,000 | 2,600 ₹7,800 Lowest | 3,900 ₹11,700 |
| 6.00 | M & L brick work with sub class B bricks straight or curved on planexc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed. | 3 | Cum | 4,600 ₹13,800 | 3,800 ₹11,400 Lowest | 7,000 ₹21,000 |
| 7.00 | Formwork to flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter | 30 | Sqm | 200 ₹6,000 Lowest | 250 ₹7,500 | 460 ₹13,800 |
| 8.00 | M&L for rendering 15mm thick in CM 1:4 on brick or concrete surface, finishing even and smooth without using extra cement complete all as specified and directed. | 84 | Sqm | 240 ₹20,160 | 160 ₹13,440 Lowest | 340 ₹28,560 |
| 9.00 | M & L PCC 1:2:4 types B-1 (using 20 mm graded crushed stone aggregate) as in coping etc complete all as specified. | 0.78 | Cum | 4,500 ₹3,510 | 3,800 ₹2,964 Lowest | 6,000 ₹4,680 |
| 10.00 | M&L for cement concrete in 1:3:6 type C2, 50mm thick (40 mm graded stone agg in )surface channel and drain, complete all as specified and directed. | 0.48 | Cum | 4,000 ₹1,920 | 3,800 ₹1,824 Lowest | 3,900 ₹1,872 |
Tender Value
₹5.8 L
EMD Value
₹11,700
Closing Date
31 Jul 2026, 6:00 pmClosed
AGE (I) Naya Raipur
AGE (I) Naya Raipur, Military Engineer Services, C/O HQ COSA, Near International Cricket Stadium, Atal Nagar, Raipur (CG)492101
As per BOQ
2026_MES_776210_1
8400/441/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) Naya Raipur
As per NIT
7 documents required · 7 mandatory
₹500
AGE (I) Naya Raipur
₹11,700
11 Sept 2026
3 Jul 2026
3 Aug 2026
3 Jul 2026
31 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L RCC NP3 150 mm dia meter pipe depth avarage 0.70m to 1.65 mtr with 150 mm th PCC in 1:4:8, laid on 150 mm thick bed with excevation in any type of soil including main holes/drop manhole of standerd size made of brick masonary/RCC/Precast RCC with SFRC ventilating cover and frame. Including all items and activities to execute and sewer line functional complete. | 13 | RM | - | - |
| 2 | M&L RCC NP3 200 mm dia meter pipe depth avarage 0.70m to 1.65 mtr with 150 mm th PCC in 1:4:8, laid on 150 mm thick bed with excevation in any type of soil including main holes/drop manhole of standerd size made of brick masonary/RCC/Precast RCC with SFRC ventilating cover and frame. Including all items and activities to execute and sewer line functional complete. | 13 | RM | - | - |
| 3 | M & L Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 3.6M diaX4.5 M effeftive depth complete all as specified and directed. | 1 | EACH JOB | - | - |
| 4 | Excavation in trenches not exceeding 1.5m wide and not exceedinf 1.5m in depth; for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense . | 4 | Cum | - | - |
| 5 | M&L for PCC (1:3:6) type C2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified. | 1 | Cum | - | - |
| 6 | M & L brick work with sub class B bricks straight or curved on planexc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed. | 1 | Cum | - | - |
| 7 | Formwork to flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter | 10 | Sqm | - | - |
| 8 | M&L for rendering 15mm thick in CM 1:4 on brick or concrete surface, finishing even and smooth without using extra cement complete all as specified and directed. | 28 | Sqm | - | - |
| 9 | M & L PCC 1:2:4 types B-1 (using 20 mm graded crushed stone aggregate) as in coping etc complete all as specified. | 0.26 | Cum | - | - |
| 10 | M&L for cement concrete in 1:3:6 type C2, 50mm thick (40 mm graded stone agg in )surface channel and drain, complete all as specified and directed. | 0.16 | 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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.17 MB
TenderPage441.pdf
Tender Documents • 1.40 MB
BOQ_869222.xls
BOQ • 0.26 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 .