Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC | ₹6.4 L | L1 | Accepted-AOC Lowest Tenderer |
| 2 | L2₹6.5 L+₹7,490 (1.17%)Rejected-Finance | ₹6.5 L+₹7,490 (1.17%) | L2 | Rejected-Finance Other than Lowest Tenderer |
| 3 | L3₹6.6 L+₹21,850 (3.41%)Rejected-Finance 0 MANPUR CHITBARAGAON CHITBARAGAON BALLIA UTTAR PRADESH 221713 | BALLIA | UTTAR PRADESH | 221713 | ₹6.6 L+₹21,850 (3.41%) | L3 | Rejected-Finance Other than Lowest Tenderer |
| 4 | L4₹6.7 L+₹27,250 (4.25%)Rejected-Finance | ₹6.7 L+₹27,250 (4.25%) | L4 | Rejected-Finance Other than Lowest Tenderer |
| Sl No | Description | Qty | Unit | MS AAMIR FAROOQ BHAT L2 | M/s Chopra Constructions L1 | NATIONAL TRADING COMPANY L3 | MEHTA OM PARKASH L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in over area,n exc 1.5 m deep in any type of soil and getting out complete all as specified and directed. | 160 | Cum | 100 ₹16,000 | 90 ₹14,400 | 140 ₹22,400 | 50 ₹8,000 Lowest |
| 2.00 | Removing excavated material n. exc.50mtr and depositing where directed at a level n. exc. 1.5m above the starting point all as specified. | 160 | Cum | 50 ₹8,000 | 10 ₹1,600 | 100 ₹16,000 | 5 ₹800 Lowest |
| 3.00 | Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller, including filling in soft spots, depressions, etc. which occur during rolling (for portion coming in cutting/original ground only) to required camber and gradient, etc. including watering before or during rolling, all complete all as specified and as directed. | 40 | Per 10 Sqm | 1 ₹40 Lowest | 800 ₹32,000 | 100 ₹4,000 | 500 ₹20,000 |
| 4.00 | Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface | 60 | Cum | 1,200 ₹72,000 | 850 ₹51,000 | 800 ₹48,000 Lowest | 800 ₹48,000 Lowest |
| 5.00 | M&L 75mm thick plain cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in Sub base all as spd and directed. | 400 | Sqm | 120 ₹48,000 | 200 ₹80,000 | 300 ₹1,20,000 | 100 ₹40,000 Lowest |
| 6.00 | M & L for cement concrete work in pavement/hard -standing of flexural strength 40 kg/per square centimetre in field using more than 360 kg of cement per cubic metre,thickness of concrete more than 15 cm ,complete all as specified and directed by engr-in Charge. | 64 | Cum | 7,500 ₹4,80,000 | 7,200 ₹4,60,800 | 7,000 ₹4,48,000 Lowest | 8,500 ₹5,44,000 |
| 7.00 | Forming contraction (dummy) joints 65 mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and directed. | 15 | Per 10 RM | 500 ₹7,500 | 10 ₹150 Lowest | 100 ₹1,500 | 100 ₹1,500 |
| 8.00 | Forming construction joints 30 mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and directed. | 10 | Per 10 RM | 500 ₹5,000 | 10 ₹100 Lowest | 100 ₹1,000 | 100 ₹1,000 |
| 9.00 | Forming 20 mm thick Expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound Grade'A' for 250 mm thick concrete slab provided with 20 mm dia mild steel dowel bars 50 cm long (25 cm in each slab) with ferrules, spaced at 300 mm centres,including boring formwork and performed filler for dowels, complete all as specified and directed. | 10 | Per 10 RM | 1,200 ₹12,000 | 100 ₹1,000 Lowest | 200 ₹2,000 | 500 ₹5,000 |
| 10.00Deduction to be made from BOQ for schedule of credit (Sch 'A' Part - II) Amount of ₹ Nil during AOC Note:- Tenderers shall not quote for this Schedule | |||||||
Tender Value
₹9.7 L
EMD Value
₹19,360
Closing Date
8 Aug 2026, 6:00 pmClosed
AGE(I) CIF(R)
AGE(I) CIF(R) RAJOURI
CONSTRUCTION OF PCC HARD STANDING AT FRI AREA HQ 13 SECT RR CAMP UNDER AGE (I) CIF (R)
2026_MES_776612_1
AGE(I)/R-47/2026-27
Open Tender
Civil Works
Item Rate
120 days
AGE(I) CIF(R)
Class E and above and category a(i)
8 documents required · 8 mandatory
₹500
AGE(I) CIF(R)
₹19,360
Yes
18 Sept 2026
6 Jul 2026
15 Aug 2026
6 Jul 2026
8 Aug 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in over area,n exc 1.5 m deep in any type of soil and getting out complete all as specified and directed. | 160 | Cum | - | - |
| - | Removing excavated material n. exc.50mtr and depositing where directed at a level n. exc. 1.5m above the starting point all as specified. | 160 | Cum | - | - |
| - | Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller, including filling in soft spots, depressions, etc. which occur during rolling (for portion coming in cutting/original ground only) to required camber and gradient, etc. including watering before or during rolling, all complete all as specified and as directed. | 40 | Per 10 Sqm | - | - |
| - | Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface | 60 | Cum | - | - |
| - | M&L 75mm thick plain cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in Sub base all as spd and directed. | 400 | Sqm | - | - |
| - | M & L for cement concrete work in pavement/hard -standing of flexural strength 40 kg/per square centimetre in field using more than 360 kg of cement per cubic metre,thickness of concrete more than 15 cm ,complete all as specified and directed by engr-in Charge. | 64 | Cum | - | - |
| - | Forming contraction (dummy) joints 65 mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and directed. | 15 | Per 10 RM | - | - |
| - | Forming construction joints 30 mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and directed. | 10 | Per 10 RM | - | - |
| - | Forming 20 mm thick Expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound Grade'A' for 250 mm thick concrete slab provided with 20 mm dia mild steel dowel bars 50 cm long (25 cm in each slab) with ferrules, spaced at 300 mm centres,including boring formwork and performed filler for dowels, complete all as specified and directed. | 10 | Per 10 RM | - | - |
| - | Deduction to be made from BOQ for schedule of credit (Sch 'A' Part - II) Amount of ₹ Nil during AOC
Note:- Tenderers shall not quote for this Schedule | - | - | - | - |
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 • 0.34 MB
BOQ_869679.xls
BOQ • 4.41 MB
TenderDocuments472627.pdf
Tender Documents • 0.90 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 .