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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Finance | ₹6.7 L | L1 | Admitted-Finance |
| 2 | L2₹6.8 L+₹9,153 (1.37%)Admitted-Finance | ₹6.8 L+₹9,153 (1.37%) | L2 | Admitted-Finance |
| 3 | L3₹7.8 L+₹1.2 L (17.3%)Admitted-Finance 11 GURU NANAK MARKET AMBALA ROAD SAHARANPUR 247001 | SAHARANPUR | UTTAR PRADESH | 247001 | ₹7.8 L+₹1.2 L (17.3%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Being requisite documents as per NIT not uploaded |
| Sl No | Description | Qty | Unit | M/S JAYCONSTRUCTION CO L2 | Rajan Traders L3 | S V CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc n.exc 10sqm on plan and ne.exc 1.5 m deep and getting out in any type of soil complete all as specified and as directed | 65 | Cum | 500 ₹32,500 | 250 ₹16,250 Lowest | 450 ₹29,250 |
| 2.00 | Excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m,in any type of soil all as specified and as directed. | 5 | Cum | 2,000 ₹10,000 | 500 ₹2,500 Lowest | 1,500 ₹7,500 |
| 3.00 | Returning filling in including spreading, levelling watering and well ramming in layers n.exc 25cm in soil complete all as specified and as directed. | 33 | Cum | 50 ₹1,650 Lowest | 100 ₹3,300 | 250 ₹8,250 |
| 4.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed . | 36 | Cum | 50 ₹1,800 Lowest | 200 ₹7,200 | 300 ₹10,800 |
| 5.00 | Material and labour for PCC (1:4:8) type D2 (using 40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and as directed | 7 | Cum | 4,000 ₹28,000 Lowest | 4,000 ₹28,000 Lowest | 6,500 ₹45,500 |
| 6.00 | Material and labour for Pre cast cement concrete block masonry type C1 1:3:6 (using 20mm graded aggregate) with solid blocks in CM 1:6, exc 10 cm in width and setting in mortar complete all as specified and as directed | 39 | Cum | 6,000 ₹2,34,000 Lowest | 7,000 ₹2,73,000 | 6,000 ₹2,34,000 Lowest |
| 7.00 | Material and labour for providing cement concrete 1:3:6 type C1, (using 20mm graded stone aggregate) as in coping, cills, string courses, apex stone, bed plates, kerbs and the like incl rounded or chamfered on edges (including necessery form work straight or curved) complete all as specified and as directed | 2 | Cum | 4,500 ₹9,000 Lowest | 7,000 ₹14,000 | 6,000 ₹12,000 |
| 8.00 | Material and labour for cement concrete type B-1, 1:2:4 mix using 20 mm graded stone aggregate as in surface channels and drains | 3 | Cum | 5,001 ₹15,003 | 7,000 ₹21,000 | 5,000 ₹15,000 Lowest |
| 9.00 | Rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. | 106 | Sqm | 300 ₹31,800 | 250 ₹26,500 Lowest | 250 ₹26,500 Lowest |
| 10.00 | Material and labour for pre-cast RCC 1:2:4 nominal mix, type B1 using (20mm graded aggregad ) as in cover slabs set in cement mortar 1:6 including necessary formwork all as specified and directed.
NOTE : - Reinforcement shall be measured and paid separately . | 8 | Cum | 9,000 ₹72,000 | 10,000 ₹80,000 | 7,500 ₹60,000 Lowest |
Tender Value
₹8.3 L
EMD Value
₹16,660
Closing Date
4 Sept 2026, 6:00 pmClosed
GE CENTRAL KHADKI
GE CENTRAL KHADKI RANGE HILLS ROAD KHADKI PUNE-411003
PROVN OF ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING UNDER JAL SHAKTI ABHIYAN (CATCH THE RAIN) AT OFFRS MESS CAFVD KHADKI UNDER GE (CENTRAL) KHADKI.
2026_MES_783094_1
8421/E8 OF 2026-2027
Open Tender
Civil Works
Item Rate
180 days
CAFVD area
Class E Category a(i)
7 documents required · 7 mandatory
₹500
GE CENTRAL KHADKI
₹16,660
Yes
21 Sept 2026
6 Aug 2026
7 Sept 2026
6 Aug 2026
4 Sept 2026
21 Aug 2026
6 Aug 2026 - 13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc n.exc 10sqm on plan and ne.exc 1.5 m deep and getting out in any type of soil complete all as specified and as directed | 65 | Cum | - | - |
| 2 | Excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m,in any type of soil all as specified and as directed. | 5 | Cum | - | - |
| 3 | Returning filling in including spreading, levelling watering and well ramming in layers n.exc 25cm in soil complete all as specified and as directed. | 33 | Cum | - | - |
| 4 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed . | 36 | Cum | - | - |
| 5 | Material and labour for PCC (1:4:8) type D2 (using 40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and as directed | 7 | Cum | - | - |
| 6 | Material and labour for Pre cast cement concrete block masonry type C1 1:3:6 (using 20mm graded aggregate) with solid blocks in CM 1:6, exc 10 cm in width and setting in mortar complete all as specified and as directed | 39 | Cum | - | - |
| 7 | Material and labour for providing cement concrete 1:3:6 type C1, (using 20mm graded stone aggregate) as in coping, cills, string courses, apex stone, bed plates, kerbs and the like incl rounded or chamfered on edges (including necessery form work straight or curved) complete all as specified and as directed | 2 | Cum | - | - |
| 8 | Material and labour for cement concrete type B-1, 1:2:4 mix using 20 mm graded stone aggregate as in surface channels and drains | 3 | Cum | - | - |
| 9 | Rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. | 106 | Sqm | - | - |
| 10 | Material and labour for pre-cast RCC 1:2:4 nominal mix, type B1 using (20mm graded aggregad ) as in cover slabs set in cement mortar 1:6 including necessary formwork all as specified and directed.
NOTE : - Reinforcement shall be measured and paid separately . | 8 | Cum | - | - |
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