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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-Finance 2 B KRISHNA NAGAR AMBALA CANTT | AMBALA | HARYANA | 133001 | ₹7.8 L | L1 | Accepted-Finance Lowest and reasonable bid |
| 2 | L2₹8.2 LRejected-Finance | ₹8.2 L | L2 | Rejected-Finance Other then lowest bid |
| 3 | L3₹8.5 LRejected-Finance | ₹8.5 L | L3 | Rejected-Finance Other then lowest bid |
| 4 | L4₹8.8 LRejected-Finance | ₹8.8 L | L4 | Rejected-Finance Other then lowest bid |
| 5 | L5₹8.9 LRejected-Finance | ₹8.9 L | L5 | Rejected-Finance Other then lowest bid |
| Sl No | Description | Qty | Unit | ANNPOORNA ENGINEERS & BUILDERS L4 | M/s Guddu Builders L3 | Singla Enterprises L6 | M/S Mahal Enterprises L1 | M K Enterprises L7 | Paper Powers L2 | Supreet Associates L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation in soft/loose soil, not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified and directed by Engr-in-Charge. | 105 | Sqm | 50 ₹5,250 | 120 ₹12,600 | 100 ₹10,500 | 90 ₹9,450 | 100 ₹10,500 | 20 ₹2,100 | 30 ₹3,150 |
| 2.00 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge. | 19 | Cum | 150 ₹2,850 | 200 ₹3,800 | 250 ₹4,750 | 200 ₹3,800 | 100 ₹1,900 | 680 ₹12,920 | 250 ₹4,750 |
| 3.00 | Material and labour for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate ) in cement concrete in foundations, filling and mass concrete, complete all as specified and directed. | 2.5 | Cum | 3,500 ₹8,750 | 3,000 ₹7,500 | 3,500 ₹8,750 | 2,200 ₹5,500 | 2,500 ₹6,250 | 1,400 ₹3,500 | 2,800 ₹7,000 |
| 4.00 | Material and labour for brick work with fly ash bricks, old size, straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. | 40 | Cum | 5,500 ₹2.2 L | 5,000 ₹2 L | 6,600 ₹2.6 L | 5,500 ₹2.2 L | 4,000 ₹1.6 L | 6,100 ₹2.4 L | 4,900 ₹2.0 L |
| 5.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed. | 10 | Cum | 150 ₹1,500 | 20 ₹200 | 150 ₹1,500 | 90 ₹900 | 88 ₹880 | 325 ₹3,250 | 30 ₹300 |
| 6.00 | Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge. | 26 | Cum | 150 ₹3,900 | 50 ₹1,300 | 150 ₹3,900 | 90 ₹2,340 | 100 ₹2,600 | 400 ₹10,400 | 30 ₹780 |
| 7.00 | Material and labour for 40mm PCC 1:2:4 type B-0 for Damp proof course to horizontal or vertical surfaces including necessary formwork, complete all as specified and as directed by Engineer-in-charge. | 5 | Sqm | 3,000 ₹15,000 | 550 ₹2,750 | 220 ₹1,100 | 250 ₹1,250 | 6,000 ₹30,000 | 225 ₹1,125 | 350 ₹1,750 |
| 8.00 | Material and labour for RCC 1:2:4 type B1 (using 20mm graded stone aggregate) foundations, including rafts, footings, foundation beams, plinth beams, bases forcolumns, etc., basement slabs,under-reamed piles and mass concrte, complete all as specified and directed. | 3 | Cum | 5,500 ₹16,500 | 6,200 ₹18,600 | 7,000 ₹21,000 | 6,200 ₹18,600 | 6,500 ₹19,500 | 5,500 ₹16,500 | 6,000 ₹18,000 |
| 9.00 | Material and labour for RCC 1:2:4 type B1 (using 20mm graded stone aggregate) columns, pillars, piers, postsand struts, complete all as specified and directed. | 2.5 | Cum | 6,000 ₹15,000 | 6,000 ₹15,000 | 7,500 ₹18,750 | 6,200 ₹15,500 | 7,000 ₹17,500 | 5,500 ₹13,750 | 6,500 ₹16,250 |
| 10.00 | Material and labour for RCC 1:2:4 type B1 (using 20mm graded stone aggregate) Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed. | 3 | Cum | 5,500 ₹16,500 | 6,000 ₹18,000 | 7,000 ₹21,000 | 6,200 ₹18,600 | 7,500 ₹22,500 | 7,500 ₹22,500 | 6,500 ₹19,500 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
21 Apr 2026, 6:00 pmClosed
Sh Shail Agnihotri, AE E/M
AGE(I) DAPPAR
CONSTR OF 02 X BATHROOM AND 02 X TOILET AT BLDG NO P-77 (SERVANT QTRS) AT 33 FAD DAPPAR UNDER AGE(I) DAPPAR
2026_MES_757638_1
CA No AGE(I)/DPR/T-32/2025-26
Open Tender
Civil Works
120 days
AGE (I) DAPPAR
As per tender documents
7 documents required · 7 mandatory
₹500
AGE(I) DAPPAR
₹20,000
3 Jun 2026
25 Mar 2026
23 Apr 2026
25 Mar 2026
21 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface excavation in soft/loose soil, not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified and directed by Engr-in-Charge. | - | Sqm | - | - | |
Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - | |
Material and labour for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate ) in cement concrete in foundations, filling and mass concrete, complete all as specified and directed. | - | Cum | - | - | |
Material and labour for brick work with fly ash bricks, old size, straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. | - | Cum | - | - | |
Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed. | - | Cum | - | - | |
Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - | |
Material and labour for 40mm PCC 1:2:4 type B-0 for Damp proof course to horizontal or vertical surfaces including necessary formwork, complete all as specified and as directed by Engineer-in-charge. | - | Sqm | - | - | |
Material and labour for RCC 1:2:4 type B1 (using 20mm graded stone aggregate) foundations, including rafts, footings, foundation beams, plinth beams, bases forcolumns, etc., basement slabs,under-reamed piles and mass concrte, complete all as specified and directed. | - | Cum | - | - | |
Material and labour for RCC 1:2:4 type B1 (using 20mm graded stone aggregate) columns, pillars, piers, postsand struts, complete all as specified and directed. | - | Cum | - | - | |
Material and labour for RCC 1:2:4 type B1 (using 20mm graded stone aggregate) Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed. | - | Cum | - | - |
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