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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹41.3 L+₹1.4 L (3.46%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹41.6 L+₹1.7 L (4.19%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹46.5 L+₹6.6 L (16.5%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | Rejected-Technical | - | Rejected-Technical Not accepted as prsent residual work in hand is more than FIVE TIMES of present tendering limit |
| Sl No | Description | Qty | Unit | R.S BUILDERS L2 | Deep Construction Company L4 | M/S ROHIT CONSTRUCTION L3 | ANKIT BUILDERS L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed. | 400 | Cum | 170 ₹68,000 | 140 ₹56,000 Lowest | 200 ₹80,000 | 350 ₹1,40,000 |
| 2.00 | ,---ditto--- all as per item No. 1 above but depth exc 1.5m but not exc 3m complete all as specified and directed. | 50 | Cum | 200 ₹10,000 | 170 ₹8,500 Lowest | 210 ₹10,500 | 400 ₹20,000 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil complete all as specified and as directed. | 200 | Cum | 70 ₹14,000 Lowest | 120 ₹24,000 | 120 ₹24,000 | 100 ₹20,000 |
| 4.00 | Removing excavated material to a distance n exc 50 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed. | 250 | Cum | 90 ₹22,500 Lowest | 120 ₹30,000 | 130 ₹32,500 | 120 ₹30,000 |
| 5.00 | Supply, laying, jointing and testing in repair 150mm bore (internal dia), DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl demolition and breaking up complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 100 | RM | 360 ₹36,000 Lowest | 651 ₹65,100 | 500 ₹50,000 | 530 ₹53,000 |
| 6.00 | Supply, laying, jointing and testing in repair 200mm bore (internal dia), DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl demolition and breaking up complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 200 | RM | 600 ₹1,20,000 | 750 ₹1,50,000 | 530 ₹1,06,000 Lowest | 700 ₹1,40,000 |
| 7.00 | Supply, laying, jointing and testing in repair 300mm bore (internal dia), DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl demolition and breaking up complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 100 | RM | 800 ₹80,000 | 1,200 ₹1,20,000 | 570 ₹57,000 Lowest | 950 ₹95,000 |
| 8.00 | Supply, laying, jointing and testing 450 mm bore (internal dia) reinforced concrete pipe, class NP2, laid on concrete bed to required slope and jointed complete with collars complete all as specified and directed.
Note : Excavation, Earth work and Concrete bed shall be measured and paid separately | 300 | RM | 1,600 ₹4,80,000 | 2,000 ₹6,00,000 | 2,000 ₹6,00,000 | 1,150 ₹3,45,000 Lowest |
| 9.00 | Supply, laying, jointing and testing 600 mm bore (internal dia) reinforced concrete pipe, class NP2, laid on concrete bed to required slope and jointed complete with collars complete all as specified and directed.
Note : Excavation, Earth work and Concrete bed shall be measured and paid separately | 300 | RM | 2,000 ₹6,00,000 | 2,700 ₹8,10,000 | 2,300 ₹6,90,000 | 1,350 ₹4,05,000 Lowest |
| 10.00 | M&L for cement concrete 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in bed of reinforced concrete pipe 450 mm bore including packing under, and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.
Note : Excavation & Earth work shall be measured and paid separately | 300 | RM | 400 ₹1,20,000 | 200 ₹60,000 | 100 ₹30,000 Lowest | 150 ₹45,000 |
Tender Value
Refer Docs
EMD Value
₹86,860
Closing Date
30 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Jaipur
GE Jaipur
SPL REPAIR OF SEWAGE LINES OF ENTIRE HOSPITAL WARDS OF MH JAIPUR ALONGWITH PROVN OF DRAIN COVER AT CMDC UNDER ZONE-II AT JAIPUR MIL STN
2026_MES_787512_1
GE/J- /2026-27
Open Tender
Civil Works
Item Rate
180 days
GE Jaipur
As per Tender Documents
5 documents required · 5 mandatory
₹500
GE Jaipur
₹86,860
Yes
16 Oct 2026
2 Sept 2026
2 Oct 2026
2 Sept 2026
30 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed. | 400 | Cum | - | - |
| 2 | ,---ditto--- all as per item No. 1 above but depth exc 1.5m but not exc 3m complete all as specified and directed. | 50 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil complete all as specified and as directed. | 200 | Cum | - | - |
| 4 | Removing excavated material to a distance n exc 50 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed. | 250 | Cum | - | - |
| 5 | Supply, laying, jointing and testing in repair 150mm bore (internal dia), DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl demolition and breaking up complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 100 | RM | - | - |
| 6 | Supply, laying, jointing and testing in repair 200mm bore (internal dia), DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl demolition and breaking up complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 200 | RM | - | - |
| 7 | Supply, laying, jointing and testing in repair 300mm bore (internal dia), DWC pipe (Double wall corrugated) of class SN-4 for sewer line, as per IS-16098 (Part –II), laid in trenches and jointed complete including all necessary fittings i.e. coupler, bend, Tee, reducer etc incl demolition and breaking up complete all as specified & directed .
Note : Earth work shall be measured and paid seperately | 100 | RM | - | - |
| 8 | Supply, laying, jointing and testing 450 mm bore (internal dia) reinforced concrete pipe, class NP2, laid on concrete bed to required slope and jointed complete with collars complete all as specified and directed.
Note : Excavation, Earth work and Concrete bed shall be measured and paid separately | 300 | RM | - | - |
| 9 | Supply, laying, jointing and testing 600 mm bore (internal dia) reinforced concrete pipe, class NP2, laid on concrete bed to required slope and jointed complete with collars complete all as specified and directed.
Note : Excavation, Earth work and Concrete bed shall be measured and paid separately | 300 | RM | - | - |
| 10 | M&L for cement concrete 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in bed of reinforced concrete pipe 450 mm bore including packing under, and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.
Note : Excavation & Earth work shall be measured and paid separately | 300 | RM | - | - |
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