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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAccepted-Finance | ₹37.4 L | L1 | Accepted-Finance Being lowest bidder. |
| 2 | L2₹40.7 L+₹3.3 L (8.81%)Rejected-Finance | ₹40.7 L+₹3.3 L (8.81%) | L2 | Rejected-Finance Other than lowest bidder. |
| 3 | L3₹42.9 L+₹5.4 L (14.5%)Rejected-Finance | ₹42.9 L+₹5.4 L (14.5%) | L3 | Rejected-Finance Other than lowest bidder. |
| 4 | L4₹44.6 L+₹7.2 L (19.3%)Rejected-Finance R O Y K PURA QAZIGUND ANANTNAG 192221 J K | ANANTNAG | JAMMU AND KASHMIR | 192221 | ₹44.6 L+₹7.2 L (19.3%) | L4 | Rejected-Finance Other than lowest bidder. |
| Sl No | Description | Qty | Unit | M/s Koul & Sons L2 | BETONG BUILDERS L3 | M/S BHAT ENGINEERS L4 | SHANTI ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed by engr-in-charge | 125 | Sqm | 90 ₹11,250 | 110 ₹13,750 | 80 ₹10,000 Lowest | 200 ₹25,000 |
| 2.00 | Excavation in trenches n. exc. 1.5m wide and n. exc. 1.5m depth for foundation and getting out in hard/dense soil complete all as specified and directed by engr-in-charge | 38.6 | Cum | 350 ₹13,510 | 120 ₹4,632 Lowest | 300 ₹11,580 | 300 ₹11,580 |
| 3.00 | M&L for cement concrete type D2 1:4:8 (40mm graded aggregate) as in foundation, filling and mass concrete complete all as specified and directed by engr-in-charge | 3.5 | Cum | 4,000 ₹14,000 | 130 ₹455 Lowest | 6,700 ₹23,450 | 4,000 ₹14,000 |
| 4.00 | M&L Hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface in broken stone or boulders complete all as specified and directed. | 11 | Cum | 1,100 ₹12,100 | 1,200 ₹13,200 | 1,200 ₹13,200 | 600 ₹6,600 Lowest |
| 5.00 | Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering | 18 | Cum | 800 ₹14,400 | 600 ₹10,800 Lowest | 1,500 ₹27,000 | 1,200 ₹21,600 |
| 6.00 | M&L Precast cement concrete block masonry type C1 1:3:6 (20mm graded aggregate) with solid blocks, exc. 10cm in width and, setting in cement mortar 1:6complete all as Specified. | 40 | Cum | 7,800 ₹3,12,000 | 6,500 ₹2,60,000 | 10,000 ₹4,00,000 | 6,000 ₹2,40,000 Lowest |
| 7.00 | Providing precast cement concrete 1:3:6 Type C-1 solid building blocks or slabs 10cm thick (with plain or interlocking joints as directed) setting in CM 1:4 mortar, complete, in walls | 110 | Sqm | 350 ₹38,500 Lowest | 700 ₹77,000 | 2,500 ₹2,75,000 | 1,200 ₹1,32,000 |
| 8.00 | S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.complete all as specified and directed by engr-in-charge | 1,225 | Kg | 220 ₹2,69,500 | 120 ₹1,47,000 Lowest | 148 ₹1,81,300 | 170 ₹2,08,250 |
| 9.00 | S&F Formwork to sides of concrete of columns, raft and raft beams, sides soffits and roof beam (if any) of foundation and plinth beams; and similar work; vertical or to batte | 40 | Sqm | 190 ₹7,600 Lowest | 270 ₹10,800 | 400 ₹16,000 | 200 ₹8,000 |
| 10.00 | M&L for Mild steel bars 10 mm dia and over, 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 clips complete all as specified and as directed.Engr-in -charge | 550 | Kg | 109 ₹59,950 Lowest | 110 ₹60,500 | 125 ₹68,750 | 130 ₹71,500 |
Tender Value
₹48.5 L
EMD Value
₹97,500
Closing Date
22 Jun 2026, 6:00 pmClosed
GE 860 EWS
GE 860 EWS Pin- 913860
PROVN OF TOILET BLOCK WITH SOAKAGE PIT AT 270 TRANSIT CAMP AND SPL REPAIR TO BLDG NO P-207, P-209, P-211, P-216, P-218 AND P-219 AT 41 FAD UNDER GE 860 EWS.
2026_MES_767558_1
8161/2026-27/E8
Open Tender
Civil Works
Item Rate
270 days
KARU
As per tender documents
9 documents required · 9 mandatory
₹500
Yes
GE 860 EWS Karu
₹97,500
Yes
10 Aug 2026
25 May 2026
25 Jun 2026
25 May 2026
22 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed by engr-in-charge | 125 | Sqm | - | - |
| 2 | Excavation in trenches n. exc. 1.5m wide and n. exc. 1.5m depth for foundation and getting out in hard/dense soil complete all as specified and directed by engr-in-charge | 38.6 | Cum | - | - |
| 3 | M&L for cement concrete type D2 1:4:8 (40mm graded aggregate) as in foundation, filling and mass concrete complete all as specified and directed by engr-in-charge | 3.5 | Cum | - | - |
| 4 | M&L Hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface in broken stone or boulders complete all as specified and directed. | 11 | Cum | - | - |
| 5 | Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering | 18 | Cum | - | - |
| 6 | M&L Precast cement concrete block masonry type C1 1:3:6 (20mm graded aggregate) with solid blocks, exc. 10cm in width and, setting in cement mortar 1:6complete all as Specified. | 40 | Cum | - | - |
| 7 | Providing precast cement concrete 1:3:6 Type C-1 solid building blocks or slabs 10cm thick (with plain or interlocking joints as directed) setting in CM 1:4 mortar, complete, in walls | 110 | Sqm | - | - |
| 8 | S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.complete all as specified and directed by engr-in-charge | 1,225 | Kg | - | - |
| 9 | S&F Formwork to sides of concrete of columns, raft and raft beams, sides soffits and roof beam (if any) of foundation and plinth beams; and similar work; vertical or to batte | 40 | Sqm | - | - |
| 10 | M&L for Mild steel bars 10 mm dia and over, 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 clips complete all as specified and as directed.Engr-in -charge | 550 | Kg | - | - |
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