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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹75.9 L+₹4.9 L (6.86%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹78.6 L+₹7.6 L (10.7%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹88.5 L+₹17.5 L (24.6%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹88.8 L+₹17.7 L (25.0%)Admitted-Finance NO 9 6 203 1 G2 DURGA BHAVANI NAGAR CHAMPAPET HYDERABAD 500059 | HYDERABAD | TELANGANA | 500059 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHILPA CONSTRUCTION COMPANY L7 | Indu Electricals L6 | Sri Associates L4 | Anjana corporation L1 | SUN LIGHT HOUSE L2 | SRI SAI ENTERPRISES L8 | M/S GDR CONSTRUCTIONS L5 | ELEVATORS MAINTENANCE ENGINEER WORKS L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge : Up to 150 mm diameter | 500 | RM | 359 ₹1,79,500 | 350 ₹1,75,000 | 360 ₹1,80,000 | 280 ₹1,40,000 Lowest | 320 ₹1,60,000 | 355 ₹1,77,500 | 360 ₹1,80,000 | 350 ₹1,75,000 |
| 2.00 | Dismantling cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge :Above 150 mm diameter | 565 | RM | 458 ₹2,58,770 | 450 ₹2,54,250 | 550 ₹3,10,750 | 385 ₹2,17,525 Lowest | 420 ₹2,37,300 | 455 ₹2,57,075 | 460 ₹2,59,900 | 450 ₹2,54,250 |
| 3.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 45 | Cum | 2,222 ₹99,990 | 2,000 ₹90,000 | 1,500 ₹67,500 | 1,400 ₹63,000 Lowest | 1,500 ₹67,500 | 2,125 ₹95,625 | 1,900 ₹85,500 | 1,550 ₹69,750 |
| 4.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar | 66 | Cum | 2,222 ₹1,46,652 | 2,200 ₹1,45,200 | 1,500 ₹99,000 Lowest | 1,500 ₹99,000 Lowest | 2,000 ₹1,32,000 | 2,225 ₹1,46,850 | 2,100 ₹1,38,600 | 2,100 ₹1,38,600 |
| 5.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 8 | Cum | 4,580 ₹36,640 | 4,500 ₹36,000 | 3,500 ₹28,000 | 3,500 ₹28,000 | 3,650 ₹29,200 | 4,515 ₹36,120 | 4,400 ₹35,200 | 2,700 ₹21,600 Lowest |
| 6.00 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 705 | RM | 440 ₹3,10,200 | 400 ₹2,82,000 | 450 ₹3,17,250 | 300 ₹2,11,500 | 320 ₹2,25,600 | 412 ₹2,90,460 | 450 ₹3,17,250 | 250 ₹1,76,250 Lowest |
| 7.00 | All as per item 6 hereinbefore but depth exceeding 1.50m and not exceeding 3.00m | 365 | RM | 980 ₹3,57,700 | 900 ₹3,28,500 | 810 ₹2,95,650 | 600 ₹2,19,000 Lowest | 620 ₹2,26,300 | 912 ₹3,32,880 | 850 ₹3,10,250 | 650 ₹2,37,250 |
| 8.00 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe | 500 | RM | 665 ₹3,32,500 | 1,000 ₹5,00,000 | 666 ₹3,33,000 | 450 ₹2,25,000 Lowest | 470 ₹2,35,000 | 655 ₹3,27,500 | 700 ₹3,50,000 | 480 ₹2,40,000 |
| 9.00 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :150 mm diameter S.W. pipe | 500 | RM | 890 ₹4,45,000 | 800 ₹4,00,000 | 720 ₹3,60,000 Lowest | 740 ₹3,70,000 | 800 ₹4,00,000 | 812 ₹4,06,000 | 750 ₹3,75,000 | 850 ₹4,25,000 |
| 10.00 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe | 300 | RM | 1,070 ₹3,21,000 | 1,500 ₹4,50,000 | 1,020 ₹3,06,000 | 800 ₹2,40,000 Lowest | 850 ₹2,55,000 | 1,022 ₹3,06,600 | 1,100 ₹3,30,000 | 900 ₹2,70,000 |
Tender Value
₹74.5 L
EMD Value
₹1.5 L
Closing Date
15 Jun 2026, 6:00 pmClosed
GE(I) R AND D RCI, HYDERABAD
GE(I) RND RCI, MILITARY ENGINEER SERVICES, VIGNYANAKANCHA, RCI, HYDERABAD
SPECIAL REPAIRS TO SEWAGE LINE AND SEPTIC TANKS AT VARIOUS LOCATIONS OF CPDC AND ANSP HYDERABAD UNDER GE I RND RCI HYDERABAD
2026_MES_767602_1
8396
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
Item Rate
180 days
GE(I) R AND D RCI
MES enlisted Class C category a ii Un enlisted Meeting enlistment criteria of C class in MES and having no recovery pending. For further details ref NIT
8 documents required · 8 mandatory
₹1,000
Yes
GE(I) R AND D RCI, HYDERABAD
₹1.5 L
Yes
10 Jul 2026
25 May 2026
17 Jun 2026
25 May 2026
15 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge : Up to 150 mm diameter | 500 | RM | - | - |
| 2 | Dismantling cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge :Above 150 mm diameter | 565 | RM | - | - |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 45 | Cum | - | - |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar | 66 | Cum | - | - |
| 5 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 8 | Cum | - | - |
| 6 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 705 | RM | - | - |
| 7 | All as per item 6 hereinbefore but depth exceeding 1.50m and not exceeding 3.00m | 365 | RM | - | - |
| 8 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe | 500 | RM | - | - |
| 9 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :150 mm diameter S.W. pipe | 500 | RM | - | - |
| 10 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe | 300 | RM | - | - |
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