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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAccepted-AOC | ₹22.3 L | L1 | Accepted-AOC AOC to lowest bid of M/s Pratap Trading Co. |
| 2 | L2₹23.0 L+₹71,940.50 (3.23%)Rejected-Finance | ₹23.0 L+₹71,940.50 (3.23%) | L2 | Rejected-Finance being other than lowest bid |
| 3 | L3₹24.9 L+₹2.6 L (11.8%)Rejected-Finance | ₹24.9 L+₹2.6 L (11.8%) | L3 | Rejected-Finance being other than lowest bid |
| 4 | L4₹26.6 L+₹4.3 L (19.3%)Rejected-Finance | ₹26.6 L+₹4.3 L (19.3%) | L4 | Rejected-Finance being other than lowest bid |
| 5 | L5₹27.3 L+₹5.0 L (22.6%)Rejected-Finance 13 P N DOGRA MARKET GOLE MARKET UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹27.3 L+₹5.0 L (22.6%) | L5 | Rejected-Finance being other than lowest bid |
| Sl No | Description | Qty | Unit | VARDHMAN INTERNATIONAL L5 | anil construction co. L6 | MADAN LAL SHARMA AND SONS L2 | M/S SHREE RAM DUBEY AND SONS L3 | s l sharma and sons L4 | sohtra and co L7 | RAMAN KUMAR L8 | PRATAP TRADING CO L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Systematically cleaning of the sewage lines by passing ropes, Knots, bamboo/wire/kandi rotary cleaner etc for any type of dia of sewage pipe, complete all as specified and as directed by Engr-in-Charge. | 2,000 | RM | 2 ₹4,000 Lowest | 20 ₹40,000 | 25 ₹50,000 | 14.99 ₹29,980 | 10 ₹20,000 | 20 ₹40,000 | 5 ₹10,000 | 2 ₹4,000 Lowest |
| 2.00 | Cleaning and desludging of manholes (excluding first manhole) of any size, shape and any depth including pumping out liquid waste if any, removing all solid waste materials such as stones, bricks, pipes, plastic etc, pluggings/ diverting of flow if required and removing the debries outside MD land etc including all precautionary and safty measures all as directed. | 1,000 | Each | 100 ₹1,00,000 | 50 ₹50,000 | 25 ₹25,000 | 69 ₹69,000 | 10 ₹10,000 | 30 ₹30,000 | 50 ₹50,000 | 3 ₹3,000 Lowest |
| 3.00 | Cleaning and desludging of existing mini septic tank or Manholes of capacity n exc 10 Users and including inlet and outlet chambers and soakage well, taking out sludge in any form alongwith all other foreign materials by mechanical equipment or by way of other suitable means , and removing waste material/sludge ( desludging n exc 0.5 cum and dewatering n exc 0.5 cum from each septic tank) etc to a distance n.exc 50 mtr including digging , burrying in ground Complete all as specified.and as directed,
Note :-(i) Work shall be done in foul conditions , necessary precautionary measures/equipments to be adopted by the contractor .
(ii) The solid or semi solid sludge shall be burried in pits and fully covered with a layer of lime powder and earth.
(iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing man hole covers.
(iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. | 10 | Each | 150 ₹1,500 Lowest | 1,100 ₹11,000 | 1,000 ₹10,000 | 199 ₹1,990 | 300 ₹3,000 | 500 ₹5,000 | 700 ₹7,000 | 1,500 ₹15,000 |
| 4.00 | All as per item no 3.00 here in before but 100 users capacity ( desludging n exc 12.0 cum and dewatering n exc 12 cum from each septic tank) complete all as specified. | 5 | Each | 2,500 ₹12,500 | 2,000 ₹10,000 | 1,000 ₹5,000 | 899 ₹4,495 | 3,000 ₹15,000 | 2,000 ₹10,000 | 800 ₹4,000 Lowest | 2,000 ₹10,000 |
| 5.00 | Excavation in trenches in any type of soil not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc or for shafts, manholes, pier holes etc n.exc 10 sqm on plan and not exc 1.50m in depth and getting out in any type of soil, complete all as specified and directed by the Engr-in-charge. | 150 | Cum | 100 ₹15,000 | 150 ₹22,500 | 50 ₹7,500 | 89 ₹13,350 | 150 ₹22,500 | 350 ₹52,500 | 80 ₹12,000 | 25 ₹3,750 Lowest |
| 6.00 | M&L for HDPE DWC (Double wall corrugated) pipes confirming to IS-16098, Part-II, DN/ID- 150mm of presure rating SN-8 fixed with rubber seal and coupler required with and including suitable bends 90/60/45 degree etc single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines all as specified and as directed. Note :- Rates included for pipe, bends any size and type, Y Jn coupler /adaptor etc required and net total length of pipe with fittings shall be measured for payment purpose. | 200 | RM | 120 ₹24,000 Lowest | 350 ₹70,000 | 400 ₹80,000 | 249 ₹49,800 | 500 ₹1,00,000 | 460 ₹92,000 | 1,400 ₹2,80,000 | 1,000 ₹2,00,000 |
| 7.00 | M&L for Reinforced concrete hume pipes 450 mm dia, class NP3, laid and jointed complete with collars in trenches and tested complete all including demolition of existing pipe as specified and directed. | 30 | RM | 1,000 ₹30,000 | 750 ₹22,500 | 400 ₹12,000 Lowest | 899 ₹26,970 | 800 ₹24,000 | 2,000 ₹60,000 | 2,000 ₹60,000 | 1,500 ₹45,000 |
| 8.00 | M&L for Reinforced concrete hume pipes 600 mm dia, class NP3, laid and jointed complete all including demolition of existing pipe as specified and directed. | 20 | RM | 1,150 ₹23,000 | 850 ₹17,000 | 400 ₹8,000 Lowest | 1,199 ₹23,980 | 1,200 ₹24,000 | 2,500 ₹50,000 | 3,500 ₹70,000 | 3,000 ₹60,000 |
| 9.00 | M&L for cement concrete in 1:4:8 type D-2 (using 40 mm graded stone aggregate) in foundation bed for laying of sewage lines or mass concrete, Concrete bed to drain pipes of 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested in , complete all as specified and as directed by Engr-in-Charge. | 200 | RM | 100 ₹20,000 | 140 ₹28,000 | 40 ₹8,000 | 39 ₹7,800 | 20 ₹4,000 Lowest | 100 ₹20,000 | 80 ₹16,000 | 50 ₹10,000 |
| 10.00 | Plain cement concrete 1:4:8 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and as directed. | 10 | Cum | 3,000 ₹30,000 | 2,000 ₹20,000 | 2,800 ₹28,000 | 2,399 ₹23,990 | 20 ₹200 Lowest | 1,500 ₹15,000 | 1,800 ₹18,000 | 500 ₹5,000 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
10 Aug 2026, 6:00 pmClosed
GE (North) Udhampur
Garrison Engineer (North) Udhampur PIN-901220 C/o 56 APO
REPAIR/MAINT OF SEWAGE LINE, SEPTIC TANK AND CONNECTED ITEMS FOR MARRRIED ACCCN FOR PB ENCLAVE, CHINAR COMPLEX AND ADJOINING AREA AGE B/R-I UNDER GE (N) UDHAMPUR
2026_MES_778333_1
GE/U(N)-67/2026-27
Open Tender
Civil Works
Item Rate
180 days
AOR of GE (North) Udhampur
As per NIT
6 documents required · 6 mandatory
₹500
GE (North) Udhampur
₹80,000
Yes
18 Sept 2026
14 Jul 2026
13 Aug 2026
14 Jul 2026
10 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Systematically cleaning of the sewage lines by passing ropes, Knots, bamboo/wire/kandi rotary cleaner etc for any type of dia of sewage pipe, complete all as specified and as directed by Engr-in-Charge. | 2,000 | RM | - | - |
| 2 | Cleaning and desludging of manholes (excluding first manhole) of any size, shape and any depth including pumping out liquid waste if any, removing all solid waste materials such as stones, bricks, pipes, plastic etc, pluggings/ diverting of flow if required and removing the debries outside MD land etc including all precautionary and safty measures all as directed. | 1,000 | Each | - | - |
| 3 | Cleaning and desludging of existing mini septic tank or Manholes of capacity n exc 10 Users and including inlet and outlet chambers and soakage well, taking out sludge in any form alongwith all other foreign materials by mechanical equipment or by way of other suitable means , and removing waste material/sludge ( desludging n exc 0.5 cum and dewatering n exc 0.5 cum from each septic tank) etc to a distance n.exc 50 mtr including digging , burrying in ground Complete all as specified.and as directed,
Note :-(i) Work shall be done in foul conditions , necessary precautionary measures/equipments to be adopted by the contractor .
(ii) The solid or semi solid sludge shall be burried in pits and fully covered with a layer of lime powder and earth.
(iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing man hole covers.
(iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. | 10 | Each | - | - |
| 4 | All as per item no 3.00 here in before but 100 users capacity ( desludging n exc 12.0 cum and dewatering n exc 12 cum from each septic tank) complete all as specified. | 5 | Each | - | - |
| 5 | Excavation in trenches in any type of soil not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc or for shafts, manholes, pier holes etc n.exc 10 sqm on plan and not exc 1.50m in depth and getting out in any type of soil, complete all as specified and directed by the Engr-in-charge. | 150 | Cum | - | - |
| 6 | M&L for HDPE DWC (Double wall corrugated) pipes confirming to IS-16098, Part-II, DN/ID- 150mm of presure rating SN-8 fixed with rubber seal and coupler required with and including suitable bends 90/60/45 degree etc single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines all as specified and as directed. Note :- Rates included for pipe, bends any size and type, Y Jn coupler /adaptor etc required and net total length of pipe with fittings shall be measured for payment purpose. | 200 | RM | - | - |
| 7 | M&L for Reinforced concrete hume pipes 450 mm dia, class NP3, laid and jointed complete with collars in trenches and tested complete all including demolition of existing pipe as specified and directed. | 30 | RM | - | - |
| 8 | M&L for Reinforced concrete hume pipes 600 mm dia, class NP3, laid and jointed complete all including demolition of existing pipe as specified and directed. | 20 | RM | - | - |
| 9 | M&L for cement concrete in 1:4:8 type D-2 (using 40 mm graded stone aggregate) in foundation bed for laying of sewage lines or mass concrete, Concrete bed to drain pipes of 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested in , complete all as specified and as directed by Engr-in-Charge. | 200 | RM | - | - |
| 10 | Plain cement concrete 1:4:8 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and as directed. | 10 | Cum | - | - |
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