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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.7 LAccepted-Finance R O Y K PURA QAZIGUND ANANTNAG 192221 J K | ANANTNAG | JAMMU AND KASHMIR | 192221 | ₹38.7 L | L1 | Accepted-Finance Being lowest bidder. |
| 2 | L2₹39.3 L+₹60,518.31 (1.56%)Rejected-Finance | ₹39.3 L+₹60,518.31 (1.56%) | L2 | Rejected-Finance Other than lowest bidder. |
| 3 | L3₹42.9 L+₹4.2 L (10.8%)Rejected-Finance HOUSE NO 49 SECTOR 28 FARIDABAD 121008 HR | FARIDABAD | FARIDABAD | HARYANA | 121008 | ₹42.9 L+₹4.2 L (10.8%) | L3 | Rejected-Finance Other than lowest bidder. |
| 4 | L4₹43.8 L+₹5.1 L (13.2%)Rejected-Finance 361 BEHIND DAV SCHOOL JAWAHAR NAGAR SRINAGAR 190008 | SRINAGAR | JAMMU AND KASHMIR | 190008 | ₹43.8 L+₹5.1 L (13.2%) | L4 | Rejected-Finance Other than lowest bidder. |
| Sl No | Description | Qty | Unit | M/s Koul & Sons L2 | M/s Aman Enterprises L4 | M/S BHAT ENGINEERS L1 | M/S Behl Sons L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep in soft /loose soil | 156 | Sqm | 80 ₹12,480 | 200 ₹31,200 | 75 ₹11,700 | 30 ₹4,680 Lowest |
| 2.00 | Excavating in post holes (or similar holes)each n. exc 0.5 cum, getting out, returning, fillingin and ramming erth pr broken rubble mixed with eart around, in layers not exc 25 cm all as specified and directed by Engr in charge. | 18 | Each | 140 ₹2,520 | 850 ₹15,300 | 120 ₹2,160 Lowest | 500 ₹9,000 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard /dense soil | 53.75 | Cum | 350 ₹18,812.5 | 650 ₹34,937.5 | 300 ₹16,125 | 190 ₹10,212.5 Lowest |
| 4.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 30.22 | Cum | 40 ₹1,208.8 | 350 ₹10,577 | 28 ₹846.16 Lowest | 55 ₹1,662.1 |
| 5.00 | M & L for Cement concrete type D2 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete | 3.97 | Cum | 5,200 ₹20,644 | 6,500 ₹25,805 | 6,000 ₹23,820 | 4,500 ₹17,865 Lowest |
| 6.00 | M &L Cement Concrete Type-B1 (1:2:4) in foundations,including rafts, footings complete all as specified and directed. | 5.18 | Cum | 8,700 ₹45,066 Lowest | 12,500 ₹64,750 | 9,000 ₹46,620 | 8,900 ₹46,102 |
| 7.00 | M&L for reinforced cement concrete (Nomonal mix) 1:2:4 (using 20mm graded aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. | 4.69 | Cum | 9,600 ₹45,024 | 12,500 ₹58,625 | 10,500 ₹49,245 | 8,900 ₹41,741 Lowest |
| 8.00 | M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc rough finished surfaces of concrete complete all as specified and as directed. | 46.86 | Sqm | 270 ₹12,652.2 Lowest | 450 ₹21,087 | 400 ₹18,744 | 300 ₹14,058 |
| 9.00 | S&F Mild steel bars 10 mm dia and over Fe-410 W(Gde E 250) cut to length bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and directed by Engr in charge. | 300 | Kg | 109 ₹32,700 Lowest | 200 ₹60,000 | 128 ₹38,400 | 165 ₹49,500 |
| 10.00 | M&L mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, cut to length, bent to shape required, including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire(annealed ) not less than 0.9mm dia or securing with clip complete all as specified and as directed. | 200 | Kg | 109 ₹21,800 Lowest | 200 ₹40,000 | 128 ₹25,600 | 160 ₹32,000 |
Tender Value
₹46.5 L
EMD Value
₹93,000
Closing Date
27 Jun 2026, 6:00 pmClosed
GE 860 EWS
GE 860 EWS Pin-913860
PROVN OF ACCN FOR 4 ENRGS AT CHUMATHANG AND SPL REPAIR TO BLDG NO T-639 AT 3 PSS, NCIB AT KURU UNDER GE 860 EWS
2026_MES_767570_1
8163/2026-27/E8
Open Tender
Civil Works
Item Rate
270 days
KARU AND KIARI
As per tender documents
9 documents required · 9 mandatory
₹500
Yes
GE 860 EWS Karu
₹93,000
Yes
10 Aug 2026
25 May 2026
30 Jun 2026
25 May 2026
27 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep in soft /loose soil | 156 | Sqm | - | - |
| 2 | Excavating in post holes (or similar holes)each n. exc 0.5 cum, getting out, returning, fillingin and ramming erth pr broken rubble mixed with eart around, in layers not exc 25 cm all as specified and directed by Engr in charge. | 18 | Each | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard /dense soil | 53.75 | Cum | - | - |
| 4 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 30.22 | Cum | - | - |
| 5 | M & L for Cement concrete type D2 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete | 3.97 | Cum | - | - |
| 6 | M &L Cement Concrete Type-B1 (1:2:4) in foundations,including rafts, footings complete all as specified and directed. | 5.18 | Cum | - | - |
| 7 | M&L for reinforced cement concrete (Nomonal mix) 1:2:4 (using 20mm graded aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. | 4.69 | Cum | - | - |
| 8 | M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc rough finished surfaces of concrete complete all as specified and as directed. | 46.86 | Sqm | - | - |
| 9 | S&F Mild steel bars 10 mm dia and over Fe-410 W(Gde E 250) cut to length bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and directed by Engr in charge. | 205 | Kg | - | - |
| 10 | M&L mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, cut to length, bent to shape required, including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire(annealed ) not less than 0.9mm dia or securing with clip complete all as specified and as directed. | 295 | Kg | - | - |
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