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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹26.1 L+₹1.0 L (4.06%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹27.2 L+₹2.1 L (8.38%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹28.1 L+₹3.0 L (11.8%)Admitted-Finance 00 BHUSAR FARM KE PASS K K PURI NANDANPURA JHANSI UTTAR PRADESH 284003 | JHANSI | UTTAR PRADESH | 284003 | L4 | Admitted-Finance | |
| 5 | L5₹28.7 L+₹3.6 L (14.1%)Admitted-Finance 106 AGARWAL AND COMPANY PROFESSOR COLONY OPP OF WALL FORT CITY RING ROAD NO 01 RAIPUR CHHATTISGARH 492001 | RAIPUR | CHHATTISGARH | 492001 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Suchit constructions L2 | Sarkar Enterprises L7 | SUN Enterprises L1 | agarwal and company L5 | Sunil Constructions L6 | A K ENTERPRISES L4 | M/S Narendra Construction L3 | Prem Singh L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cable, erection of poles etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in hard/ dense soil complete all as specified and directed. | 5.7 | Cum | 360 ₹2,052 | 700 ₹3,990 | 400 ₹2,280 | 200 ₹1,140 | 300 ₹1,710 | 900 ₹5,130 | 1,800 ₹10,260 | 150 ₹855 Lowest |
| 2.00 | Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed. | 3 | Each | 240 ₹720 | 300 ₹900 | 300 ₹900 | 500 ₹1,500 | 100 ₹300 Lowest | 800 ₹2,400 | 1,000 ₹3,000 | 200 ₹600 |
| 3.00 | Removing Excavated soils exc 250 mtr but not exc 500 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. | 2.5 | Cum | 80 ₹200 Lowest | 450 ₹1,125 | 300 ₹750 | 500 ₹1,250 | 400 ₹1,000 | 1,800 ₹4,500 | 399 ₹997.5 | 100 ₹250 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 3.2 | Cum | 90 ₹288 | 500 ₹1,600 | 200 ₹640 | 200 ₹640 | 350 ₹1,120 | 1,200 ₹3,840 | 1,800 ₹5,760 | 20 ₹64 Lowest |
| 5.00 | M & L for Hardcore of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 30 | Cum | 1,200 ₹36,000 | 1,250 ₹37,500 | 1,500 ₹45,000 | 1,500 ₹45,000 | 1,800 ₹54,000 | 1,200 ₹36,000 | 1,800 ₹54,000 | 900 ₹27,000 Lowest |
| 6.00 | M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 0.9 | Cum | 4,500 ₹4,050 | 4,500 ₹4,050 | 4,000 ₹3,600 | 2,000 ₹1,800 Lowest | 4,000 ₹3,600 | 4,500 ₹4,050 | 3,999 ₹3,599.1 | 2,700 ₹2,430 |
| 7.00 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 0.52 | Cum | 5,400 ₹2,808 | 4,500 ₹2,340 | 3,000 ₹1,560 | 3,000 ₹1,560 | 4,000 ₹2,080 | 5,000 ₹2,600 | 2,999 ₹1,559.48 | 2,200 ₹1,144 Lowest |
| 8.00 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in surface channel and drain, hardstanding including necessary form work complete all as specified and directed. | 1.08 | Cum | 4,200 ₹4,536 | 5,500 ₹5,940 | 4,500 ₹4,860 | 4,500 ₹4,860 | 6,500 ₹7,020 | 6,000 ₹6,480 | 3,600 ₹3,888 Lowest | 5,000 ₹5,400 |
| 9.00 | M & L for plain Cement Concrete Type B0 1:2:4 (using 12.5 mm graded stone aggregate) in roof kerbs, rounded or chamfered on haunching in chajjas to prevent water seepage into brick walls, including necessory formwork (upto height of 8 mtr) rounded or chamfered on edges complete all as specified and directed. | 43 | Cum | 4,500 ₹1,93,500 | 5,000 ₹2,15,000 | 5,000 ₹2,15,000 | 2,000 ₹86,000 Lowest | 6,000 ₹2,58,000 | 5,500 ₹2,36,500 | 4,999 ₹2,14,957 | 6,000 ₹2,58,000 |
| 10.00 | M&L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) as in roof kerb, mud stops, channel/ benching of manhole laid to shape and slope surface finished even and smooth using extra cement including necessary formwork complete all as specified and directed. | 3 | Cum | 4,500 ₹13,500 Lowest | 5,000 ₹15,000 | 4,500 ₹13,500 Lowest | 4,500 ₹13,500 Lowest | 7,000 ₹21,000 | 5,500 ₹16,500 | 4,999 ₹14,997 | 5,000 ₹15,000 |
Tender Value
₹37.2 L
EMD Value
₹74,400
Closing Date
30 Jul 2026, 6:00 pmClosed
GE Khadakwasla
ADDN AND ALTERATION AND RENOVATION OF FIRE STATION BLDG AT NDA KHADAKWASLA
ADDN AND ALTERATION AND RENOVATION OF FIRE STATION BLDG AT NDA KHADAKWASLA
2026_MES_776112_1
8058/E8
Open Tender
Civil Works
Item Rate
180 days
GE Khadakwasla
As per tender documents
9 documents required · 9 mandatory
₹500
Yes
GE Khadakwasla
₹74,400
Yes
7 Aug 2026
3 Jul 2026
1 Aug 2026
3 Jul 2026
30 Jul 2026
17 Jul 2026
3 Jul 2026 - 16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cable, erection of poles etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in hard/ dense soil complete all as specified and directed. | 5.7 | Cum | - | - |
| 2 | Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed. | 3 | Each | - | - |
| 3 | Removing Excavated soils exc 250 mtr but not exc 500 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. | 2.5 | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 3.2 | Cum | - | - |
| 5 | M & L for Hardcore of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 30 | Cum | - | - |
| 6 | M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 0.9 | Cum | - | - |
| 7 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 0.52 | Cum | - | - |
| 8 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in surface channel and drain, hardstanding including necessary form work complete all as specified and directed. | 1.08 | Cum | - | - |
| 9 | M & L for plain Cement Concrete Type B0 1:2:4 (using 12.5 mm graded stone aggregate) in roof kerbs, rounded or chamfered on haunching in chajjas to prevent water seepage into brick walls, including necessory formwork (upto height of 8 mtr) rounded or chamfered on edges complete all as specified and directed. | 43 | Cum | - | - |
| 10 | M&L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) as in roof kerb, mud stops, channel/ benching of manhole laid to shape and slope surface finished even and smooth using extra cement including necessary formwork complete all as specified and directed. | 3 | Cum | - | - |
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