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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹3.0 L (2.64%)Admitted-Finance STREET NO 11 SECTOR NO 04 TILAK NAGAR SAGAR ROAD BIKANER RAJASTHAN 334001 | BIKANER | RAJASTHAN | 334001 | ₹1.2 Cr+₹3.0 L (2.64%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical RZ 1214 MAIN SAGARPUR GALI NO 5 3 SAGARPUR SOUTH WEST DELHI DELHI 110046 | NEW DELHI | DELHI | 110046 | - | - | Rejected-Technical Due to not uploaded relevant documents and not received in hard copy |
| Sl No | Description | Qty | Unit | Mata Builders L2 | M/S S K AGARWAL L1 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil & removing from site complete all as specified & directed. | 700 | Sqm | 20 ₹14,000 Lowest | 60 ₹42,000 |
| 2.00 | Excavation over area not exceeding 1.5m deep and getting out in any type of soil complete all as specified & directed. | 400 | Cum | 110 ₹44,000 Lowest | 180 ₹72,000 |
| 3.00 | Excavation over area exceeding 1.5 m & not exceeding 3 m deep and getting out in any type of soil complete all as specified & directed. | 200 | Cum | 130 ₹26,000 Lowest | 180 ₹36,000 |
| 4.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation or for shafts, wells, cesspits, manholes, pier holes not exceeding10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard & dense soil complete all as specified & directed. | 100 | Cum | 130 ₹13,000 Lowest | 180 ₹18,000 |
| 5.00 | Material & Labour PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations fillings & mass concrete complete all as specified & directed. | 60 | Cum | 3,600 ₹2,16,000 | 2,200 ₹1,32,000 Lowest |
| 6.00 | Material & Labour treating the bottom / side / top surface of excavated / filled at the rate of 5 litres of emulsion per Sqm of surface area complete all as per specified & dirceted. | 980 | Sqm | 82 ₹80,360 Lowest | 90 ₹88,200 |
| 7.00 | Material & Labour Hardcore of broken stone of gauge not exceeding 63 mm deposited, spread & levelled in layers not exceeding 15 cm thick watered and rammed to a true surface complete all as specified & directed. | 110 | Cum | 1,200 ₹1,32,000 | 700 ₹77,000 Lowest |
| 8.00 | Material & Labour providing RCC M-25 (Design Mix) using 20 mm graeded crushed stone aggregate as in foundations / footings including rafts, foundation beams, plinth beams, bases for columns and mass concrete complete all as specified & directed. | 130 | Cum | 5,700 ₹7,41,000 | 5,000 ₹6,50,000 Lowest |
| 9.00 | M&L for formwork to 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 complete all as specified & directed. | 380 | Sqm | 310 ₹1,17,800 | 260 ₹98,800 Lowest |
| 10.00 | Material & Labour providing RCC M-25 (Design Mix) using 20 mm graeded crushed stone aggregate as in columns, pillars, piers, posts and struts complete all as specified & directed. | 54 | Cum | 6,000 ₹3,24,000 | 5,000 ₹2,70,000 Lowest |
Tender Value
₹94 L
EMD Value
₹1.7 L
Closing Date
5 Aug 2026, 6:00 pmClosed
SHRI ANIL KUMAR, IDSE, SE, CWE
HQ CWE JHANSI
CONSTRUCTION OF INDOOR MULTIPURPOSE HALL CUM BADMINTON COURT AT SAINIK SCHOOL JHANSI
2026_MES_763416_2
CWE/JHA/J/TOKEN/127 OF 2025-26
Open Tender
Civil Works
Item Rate
270 days
JHANSI
AS PER NIT AND TENDER DOCUMENTS
9 documents required · 9 mandatory
₹1,000
GE JHANSI
₹1.7 L
Yes
17 Aug 2026
29 Jun 2026
7 Aug 2026
29 Jun 2026
5 Aug 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil & removing from site complete all as specified & directed. | 700 | Sqm | - | - |
| 2 | Excavation over area not exceeding 1.5m deep and getting out in any type of soil complete all as specified & directed. | 400 | Cum | - | - |
| 3 | Excavation over area exceeding 1.5 m & not exceeding 3 m deep and getting out in any type of soil complete all as specified & directed. | 200 | Cum | - | - |
| 4 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation or for shafts, wells, cesspits, manholes, pier holes not exceeding10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard & dense soil complete all as specified & directed. | 100 | Cum | - | - |
| 5 | Material & Labour PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations fillings & mass concrete complete all as specified & directed. | 60 | Cum | - | - |
| 6 | Material & Labour treating the bottom / side / top surface of excavated / filled at the rate of 5 litres of emulsion per Sqm of surface area complete all as per specified & dirceted. | 980 | Sqm | - | - |
| 7 | Material & Labour Hardcore of broken stone of gauge not exceeding 63 mm deposited, spread & levelled in layers not exceeding 15 cm thick watered and rammed to a true surface complete all as specified & directed. | 110 | Cum | - | - |
| 8 | Material & Labour providing RCC M-25 (Design Mix) using 20 mm graeded crushed stone aggregate as in foundations / footings including rafts, foundation beams, plinth beams, bases for columns and mass concrete complete all as specified & directed. | 130 | Cum | - | - |
| 9 | M&L for formwork to 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 complete all as specified & directed. | 380 | Sqm | - | - |
| 10 | Material & Labour providing RCC M-25 (Design Mix) using 20 mm graeded crushed stone aggregate as in columns, pillars, piers, posts and struts complete all as specified & directed. | 54 | Cum | - | - |
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