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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.8 LAccepted-Finance | L1 | Accepted-Finance LOWEST AMOUNT QUOTED | |
| 2 | L2₹37.5 L+₹72,222.22 (1.96%)Rejected-Finance SR NO 165 OPPOSITE YASH HOSPITAL DP ROAD MALWADI PUNE MAHARASHTRA 411028 | PUNE | MAHARASHTRA | 411028 | L2 | Rejected-Finance HIGHER AMOUNT QUOTED | |
| 3 | L3₹38.3 L+₹1.6 L (4.23%)Rejected-Finance | L3 | Rejected-Finance HIGHER AMOUNT QUOTED | |
| 4 | L4₹38.7 L+₹1.9 L (5.27%)Rejected-Finance 00 BHUSAR FARM KE PASS K K PURI NANDANPURA JHANSI UTTAR PRADESH 284003 | JHANSI | UTTAR PRADESH | 284003 | L4 | Rejected-Finance HIGHER AMOUNT QUOTED | |
| 5 | L5₹40.4 L+₹3.6 L (9.83%)Rejected-Finance | L5 | Rejected-Finance HIGHER AMOUNT QUOTED |
| Sl No | Description | Qty | Unit | Horizon Construction L7 | M/S P D TUPE L2 | agarwal and company L9 | A K ENTERPRISES L4 | M/S Narendra Construction L3 | Elite Constructions L1 | AAK ENTERPRISE L5 | Prem Singh L8 | M/S CDRATHOD INFRATECH PRIVATE LIMITED L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc 30cm deep and averaging 15 cm deep and getting out in Soft/Loose soil complete all as specified & as directed by Engineer-In-Charge. | 350 | Sqm | 50 ₹17,500 | 30 ₹10,500 | 200 ₹70,000 | 40 ₹14,000 | 52 ₹18,200 | 120 ₹42,000 | 40 ₹14,000 | 20 ₹7,000 Lowest | 35 ₹12,250 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width and depth or 10 sqm on plan), in any kind of soil including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | 24 | Cum | 300 ₹7,200 | 230 ₹5,520 | 300 ₹7,200 | 215 ₹5,160 | 950 ₹22,800 | 300 ₹7,200 | 215 ₹5,160 | 150 ₹3,600 Lowest | 150 ₹3,600 Lowest |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width and depth or 10 sqm on plan), in ordinary rock including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated ordinary rock an disposal of surplus excavated ordinary rock as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | 6 | Cum | 450 ₹2,700 | 550 ₹3,300 | 1,000 ₹6,000 | 375 ₹2,250 | 1,100 ₹6,600 | 300 ₹1,800 | 375 ₹2,250 | 400 ₹2,400 | 200 ₹1,200 Lowest |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width and depth or 10 sqm on plan), in hard rock where blasting prohibited including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated hard rock and disposal/ stacked of surplus excavated hard rock as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | 3.75 | Cum | 2,000 ₹7,500 | 1,250 ₹4,687.5 | 2,000 ₹7,500 | 1,000 ₹3,750 | 1,100 ₹4,125 | 600 ₹2,250 | 1,000 ₹3,750 | 500 ₹1,875 | 350 ₹1,312.5 Lowest |
| 5.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), in any kind of soil. Add for each additional 1.5 m or part thereof in depth beyond the first 1.5 m including dressing of sides and ramming of bottoms, lift upto 2.1 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | 2.75 | Cum | 350 ₹962.5 | 350 ₹962.5 | 1,000 ₹2,750 | 300 ₹825 | 700 ₹1,925 | 300 ₹825 | 300 ₹825 | 150 ₹412.5 Lowest | 250 ₹687.5 |
| 6.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), in ordinary rock. Add for each additional 1.5 m or part thereof in depth beyond the first 1.5 m mincluding dressing of sides and ramming of bottoms, lift upto 2.1 m, including getting out the excavated ordinary rock and disposal of surplus excavated ordinary rock as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | 2 | Cum | 550 ₹1,100 | 650 ₹1,300 | 1,000 ₹2,000 | 500 ₹1,000 | 1,200 ₹2,400 | 300 ₹600 | 500 ₹1,000 | 100 ₹200 Lowest | 350 ₹700 |
| 7.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), in hard rock where blasting prohibited. Add for each additional 1.5 m or part thereof in depth beyond the first 1.5 m including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated hard rock and disposal/ stacked of surplus excavated hard rock as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | 2 | Cum | 3,000 ₹6,000 | 1,400 ₹2,800 | 2,000 ₹4,000 | 1,250 ₹2,500 | 1,150 ₹2,300 | 600 ₹1,200 Lowest | 1,250 ₹2,500 | 700 ₹1,400 | 900 ₹1,800 |
| 8.00 | M & L for PCC (1:4:8) type D-2, using (40mm graded crushed stone aggregate) as in foundataion fiiling & mass concrete complete all as specified & as directed by Engr in Charge. | 4.15 | Cum | 5,000 ₹20,750 | 3,900 ₹16,185 | 2,500 ₹10,375 | 5,500 ₹22,825 | 3,200 ₹13,280 | 5,500 ₹22,825 | 6,000 ₹24,900 | 2,300 ₹9,545 Lowest | 4,800 ₹19,920 |
| 9.00 | M & L for M25 reinforced ready mix cement concrete (design mix)in foundation including raft footing,foundation beam,plinth beam,bases of column etc.,basement slab,under reamed piles and mass concrete complete all as specified & as directed by Engineer-In-Charge. | 18 | Cum | 7,000 ₹1,26,000 Lowest | 9,200 ₹1,65,600 | 10,000 ₹1,80,000 | 8,500 ₹1,53,000 | 7,700 ₹1,38,600 | 11,000 ₹1,98,000 | 9,900 ₹1,78,200 | 7,000 ₹1,26,000 Lowest | 7,000 ₹1,26,000 Lowest |
| 10.00 | M & L for M25 reinforced ready mix cement concrete (design mix) in Beams, cantilever,lintels, columns,pillars,piers,posts,str-uts chullah hoods,stair case,arches,chajjas,domes,valuts,shell roofs,arch ribs,folded plates,slabs ,balconies,canopies,deck slabs etc.,or in similar articles upto 5 th floors complete all as specified & as directed by Engineer-In-Charge. | 12 | Cum | 7,500 ₹90,000 | 10,500 ₹1,26,000 | 11,000 ₹1,32,000 | 9,500 ₹1,14,000 | 8,500 ₹1,02,000 | 11,000 ₹1,32,000 | 9,900 ₹1,18,800 | 7,000 ₹84,000 Lowest | 7,500 ₹90,000 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
4 May 2026, 6:00 pmClosed
LT COL T RAKESH
GE (P) NDA KHADAKWASLA
CONSTR OF NEW SIMULATOR ROOM ALONGWITH ACCESSORIES FOR INSTALLATION OF INFANTRY WEAPON TRAINING SIMULATOR SYSTEM (12 LANE) AT NEW LONG RANGE AREA AT NDA KHADAKWASLA UNDER GE (P) NDA KHADAKWASLA
2026_MES_759303_1
8162/E8
Open Tender
Civil Works
Item Rate
GE (P) NDA KHADAKWASLA
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE (P) NDA KHADAKWASLA
₹86,000
Yes
26 Oct 2026
7 Apr 2026
7 May 2026
7 Apr 2026
4 May 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Surface excavation n. exc 30cm deep and averaging 15 cm deep and getting out in Soft/Loose soil complete all as specified & as directed by Engineer-In-Charge. | |||||
| 2Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width and depth or 10 sqm on plan), in any kind of soil including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | |||||
| 3Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width and depth or 10 sqm on plan), in ordinary rock including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated ordinary rock an disposal of surplus excavated ordinary rock as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | |||||
| 4Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width and depth or 10 sqm on plan), in hard rock where blasting prohibited including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated hard rock and disposal/ stacked of surplus excavated hard rock as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | |||||
| 5Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), in any kind of soil. Add for each additional 1.5 m or part thereof in depth beyond the first 1.5 m including dressing of sides and ramming of bottoms, lift upto 2.1 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | |||||
| 6Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), in ordinary rock. Add for each additional 1.5 m or part thereof in depth beyond the first 1.5 m mincluding dressing of sides and ramming of bottoms, lift upto 2.1 m, including getting out the excavated ordinary rock and disposal of surplus excavated ordinary rock as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | |||||
| 7Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), in hard rock where blasting prohibited. Add for each additional 1.5 m or part thereof in depth beyond the first 1.5 m including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated hard rock and disposal/ stacked of surplus excavated hard rock as directed, within a lead of 50 m complete all as specified & as directed by Engineer-In-Charge. | |||||
| 8M & L for PCC (1:4:8) type D-2, using (40mm graded crushed stone aggregate) as in foundataion fiiling & mass concrete complete all as specified & as directed by Engr in Charge. | |||||
| 9M & L for M25 reinforced ready mix cement concrete (design mix)in foundation including raft footing,foundation beam,plinth beam,bases of column etc.,basement slab,under reamed piles and mass concrete complete all as specified & as directed by Engineer-In-Charge. | |||||
| 10M & L for M25 reinforced ready mix cement concrete (design mix) in Beams, cantilever,lintels, columns,pillars,piers,posts,str-uts chullah hoods,stair case,arches,chajjas,domes,valuts,shell roofs,arch ribs,folded plates,slabs ,balconies,canopies,deck slabs etc.,or in similar articles upto 5 th floors complete all as specified & as directed by Engineer-In-Charge. | |||||
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