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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.5 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹25.4 L+₹46,286 (1.85%)Rejected-Finance VILLAGE PO KOTHI TEH KALPA DISTT KINNAUR HP 172107 | KINNAUR | HIMACHAL PRADESH | 172107 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹25.6 L+₹59,386.70 (2.38%)Rejected-Finance VILL POST SHIASO TEH POOH DISTT KINNAUR PIN 172110 HP | SHIASO | KINNAUR | HIMACHAL PRADESH | 172110 | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹28.9 L+₹4.0 L (15.9%)Rejected-Finance KHASRA NO 145 GROUND FLOOR NEAR JAIN MOHALLA JATO KI CHOPAL VILLAGE KHERA KALAN NEW DELHI 110082 | NORTH | DELHI | 110082 | L4 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S Gopal Singh L2 | M/S PYARE LAL L3 | Pankaj Builders L1 | Chankaya Solutions L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of un-reinforced Cement Concrete of any description and in any position not otherwise specifically provided for. | 104.76 | Cu. M | 1,000 ₹1,04,760 | 190 ₹19,904.4 Lowest | 400 ₹41,904 | 251 ₹26,294.76 |
| 2.00 | M & L for 100 MM thick plain cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) in sub base | 230 | Sqm | 1,860 ₹4,27,800 | 500 ₹1,15,000 | 700 ₹1,61,000 | 411 ₹94,530 Lowest |
| 3.00 | M&L for cement concrete work in pavement hard standing of flexural strength 40kg/sqcm in field using 400 kg of cement per cubic metre thickness of concrete 25 cm. | 57.5 | Cu. M | 9,000 ₹5,17,500 | 3,000 ₹1,72,500 Lowest | 10,000 ₹5,75,000 | 15,551 ₹8,94,182.5 |
| 4.00 | M&Lfor forming 12mm thick expansion joints filled with pre-formed bituminious filler and top 30mm primed and selaed with sealing compound grade 'A' for 250mm thick of slab. | 16 | PER 10 RM | 600 ₹9,600 | 1,500 ₹24,000 | 200 ₹3,200 Lowest | 351 ₹5,616 |
| 5.00 | M&L forming contraction (dummy)joints 65mm deep X 10mm wide, filled with sealing compound | 4.6 | PER 10 RM | 600 ₹2,760 | 800 ₹3,680 | 300 ₹1,380 Lowest | 851 ₹3,914.6 |
| 6.00 | M&L for finishing surface of concrete roads, pavement but by brooming | 23 | PER 10 SQM | 5,000 ₹1,15,000 | 250 ₹5,750 | 150 ₹3,450 Lowest | 151 ₹3,473 |
| 7.00 | M&L for formwork to sides of concrete foundations, footing, bases of columns,raft and raft beam, sides and soffits (if any) of foundations and plinth beam; and similar work; vertical or to batter. | 82 | Sqm | 200 ₹16,400 Lowest | 500 ₹41,000 | 300 ₹24,600 | 551 ₹45,182 |
| 8.00 | M&L for rounding edges of concrete not exc. 10mm radius with an edging tool | 12 | PER 10 RM | 200 ₹2,400 Lowest | 2,500 ₹30,000 | 200 ₹2,400 Lowest | 1,111 ₹13,332 |
| 9.00 | M&L for removing demolished un-reinforced concrete to a distance of 100m or under beyond the leads including loading unloading and stacking at the destinations etc complete all as specified and directed. | 80.5 | Cu. M | 500 ₹40,250 | 49 ₹3,944.5 Lowest | 500 ₹40,250 | 251 ₹20,205.5 |
| 10.00 | M &L for 25 mm thick PCC 1:2:4 type BO (Using 12.5 mm graded stone aggregate) as in sub base in floors complete all as specified and directed by Engr-in-charge | 168 | Sqm | 300 ₹50,400 | 300 ₹50,400 | 280 ₹47,040 Lowest | 651 ₹1,09,368 |
Tender Value
₹34.9 L
EMD Value
₹69,780
Closing Date
20 Apr 2026, 6:00 pmClosed
GE 863 EWS
GE 863 EWS, c/o 56 APO
GE/863/EWS-T-111 OF 2025-26 SPL REPAIR TO BLDG NO T-130 AT JCO MESS COMPLEX AND SPL REPAIR TO HARD
2026_MES_758777_1
GE/863/EWS-T-111 OF 2025-26 SPL REPAIR TO BLDG NO T-130 AT JCO MESS COMPLEX AND SPL REPAIR TO HARD
Open Tender
Civil Works
Item Rate
180 days
SUMDO
GE/863/EWS-T-111 OF 2025-26 SPL REPAIR TO BLDG NO T-130 AT JCO MESS COMPLEX AND SPL REPAIR TO HARD
8 documents required · 8 mandatory
₹500
GE 863 EWS
₹69,780
Yes
27 May 2026
31 Mar 2026
22 Apr 2026
31 Mar 2026
20 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolition of un-reinforced Cement Concrete of any description and in any position not otherwise specifically provided for. | |||||
| 2M & L for 100 MM thick plain cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) in sub base | |||||
| 3M&L for cement concrete work in pavement hard standing of flexural strength 40kg/sqcm in field using 400 kg of cement per cubic metre thickness of concrete 25 cm. | |||||
| 4M&Lfor forming 12mm thick expansion joints filled with pre-formed bituminious filler and top 30mm primed and selaed with sealing compound grade 'A' for 250mm thick of slab. | |||||
| 5M&L forming contraction (dummy)joints 65mm deep X 10mm wide, filled with sealing compound | |||||
| 6M&L for finishing surface of concrete roads, pavement but by brooming | |||||
| 7M&L for formwork to sides of concrete foundations, footing, bases of columns,raft and raft beam, sides and soffits (if any) of foundations and plinth beam; and similar work; vertical or to batter. | |||||
| 8M&L for rounding edges of concrete not exc. 10mm radius with an edging tool | |||||
| 9M&L for removing demolished un-reinforced concrete to a distance of 100m or under beyond the leads including loading unloading and stacking at the destinations etc complete all as specified and directed. | |||||
| 10M &L for 25 mm thick PCC 1:2:4 type BO (Using 12.5 mm graded stone aggregate) as in sub base in floors complete all as specified and directed by Engr-in-charge | |||||
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