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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.8 LAccepted-AOC 5D 32B GALI NO 8 VISHNU GARDEN TILAK NAGAR WEST DELHI 110018 | DELHI | WEST DELHI | DELHI | 110018 | ₹16.8 L Quoted ₹17.0 L | 1 | Accepted-AOC After deduct Sch of Credit for Rs. 22180.00 |
| 2 | 2₹19.2 L+₹2.2 L (13.1%)Rejected-Finance | ₹19.2 L+₹2.2 L (13.1%) | 2 | Rejected-Finance Other than L1 |
| 3 | 3₹20.5 L+₹3.5 L (20.5%)Rejected-Finance TCP BAZAR JOSHIMATH DIST CHAMOLI UK PIN 246443 | JOSHIMATH | CHAMOLI | UK | 246443 | ₹20.5 L+₹3.5 L (20.5%) | 3 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | ms triveni nirman L3 | Ram Naresh Singh Sikarwar L2 | ANANYA CONSTRUCTION CO. L1 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as
specified and directed. | 80 | Cum | 200 ₹16,000 Lowest | 300 ₹24,000 | 300 ₹24,000 |
| 2.00 | Dismantling posts or struts (wood, steel or R.C.C.) any section embedded in concrete, including taking out embedded portion and making good disturbed ground complete all as specified and directed. | 30 | RM | 10 ₹300 Lowest | 50 ₹1,500 | 50 ₹1,500 |
| 3.00 | Dismantling Stone slabs and tiles of any description, interlocking paver block laid and pointed in any mortar of any description or thickness in floors, aprons etc. complete all as specified and directed. | 38.5 | 10 Sqm | 100 ₹3,850 Lowest | 220 ₹8,470 | 220 ₹8,470 |
| 4.00 | M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub-base to flooring & apron etc. complete all as specified and directed. | 100 | Sqm | 5,000 ₹5,00,000 | 500 ₹50,000 Lowest | 500 ₹50,000 Lowest |
| 5.00 | M & L for Sand filling (cushion) under floors or in foundations with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over sub base layer including watering and consolidation complete all as specified and directed.
(Note: No additional amount shall be paid for overlap). | 5 | Cum | 1,700 ₹8,500 Lowest | 1,800 ₹9,000 | 1,800 ₹9,000 |
| 6.00 | S&F for Polythene film transparent, 150 micron thick, laid on
sand layer complete all as specified and directed by Engr-in-Charge. | 200 | Sqm | 50 ₹10,000 | 40 ₹8,000 Lowest | 40 ₹8,000 Lowest |
| 7.00 | M&L for 200 mm thick PQC work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, as per design mix and laid in bays to required gradient & camber incl form work/ bull nosing, rounding of edges, curing etc. complete all as specified and directed. | 40 | Cum | 12,000 ₹4,80,000 | 12,500 ₹5,00,000 | 11,000 ₹4,40,000 Lowest |
| 8.00 | M&L for Forming 20 mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’, for 200 mm thick slab complete all as specified and directed. | 1 | 10 Rm | 500 ₹500 | 200 ₹200 Lowest | 200 ₹200 Lowest |
| 9.00 | M & L for Forming Contraction (Dummy) joints 70mm deep x 10mm wide, filled with sealing compound complete all as specified and as directed. | 5 | 10 Rm | 500 ₹2,500 | 250 ₹1,250 Lowest | 250 ₹1,250 Lowest |
| 10.00 | M & L for Forming Contraction (Dummy) joints 30mm deep x 10mm wide, filled with sealing compound complete all as specified and as directed. | 1 | 10 Rm | 500 ₹500 | 200 ₹200 Lowest | 200 ₹200 Lowest |
Tender Value
₹21 L
EMD Value
₹42,000
Closing Date
19 May 2026, 6:00 pmClosed
CWE (HILLS) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH POST OFFICE - BHARKATIA DISTRICT - PITHORAGARH STATE - UTTARAKHAND PIN 262520
CA NO. CWE/HILLS/EWS/15 OF 2026-2027 REPAIRS TO CERTAIN ROADS AND ROAD FURNITURE AT JOSHIMATH AREA UNDER GE 871 EWS
2026_MES_762606_1
89413/26-27/E8
Open Tender
Civil Works
Item Rate
180 days
JOSHIMATH
Class - E
9 documents required · 9 mandatory
₹500
GE 871 EWS
₹42,000
Yes
10 Aug 2026
28 Apr 2026
26 May 2026
28 Apr 2026
19 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as
specified and directed. | 80 | Cum | - | - |
| 2 | Dismantling posts or struts (wood, steel or R.C.C.) any section embedded in concrete, including taking out embedded portion and making good disturbed ground complete all as specified and directed. | 30 | RM | - | - |
| 3 | Dismantling Stone slabs and tiles of any description, interlocking paver block laid and pointed in any mortar of any description or thickness in floors, aprons etc. complete all as specified and directed. | 38.5 | 10 Sqm | - | - |
| 4 | M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub-base to flooring & apron etc. complete all as specified and directed. | 100 | Sqm | - | - |
| 5 | M & L for Sand filling (cushion) under floors or in foundations with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over sub base layer including watering and consolidation complete all as specified and directed.
(Note: No additional amount shall be paid for overlap). | 5 | Cum | - | - |
| 6 | S&F for Polythene film transparent, 150 micron thick, laid on
sand layer complete all as specified and directed by Engr-in-Charge. | 200 | Sqm | - | - |
| 7 | M&L for 200 mm thick PQC work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, as per design mix and laid in bays to required gradient & camber incl form work/ bull nosing, rounding of edges, curing etc. complete all as specified and directed. | 40 | Cum | - | - |
| 8 | M&L for Forming 20 mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’, for 200 mm thick slab complete all as specified and directed. | 1 | 10 Rm | - | - |
| 9 | M & L for Forming Contraction (Dummy) joints 70mm deep x 10mm wide, filled with sealing compound complete all as specified and as directed. | 5 | 10 Rm | - | - |
| 10 | M & L for Forming Contraction (Dummy) joints 30mm deep x 10mm wide, filled with sealing compound complete all as specified and as directed. | 1 | 10 Rm | - | - |
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