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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹14.0 L (9.35%)Admitted-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | ₹1.6 Cr+₹14.0 L (9.35%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VIJAY BUILDERS L2 | Raja enterprises L1 |
|---|---|---|---|---|---|
| 1.00 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) n exc 1.5 mtr including getting out and disposal of excavated earth in hard dense soil and .lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | 1,159.2 | Cum | 280 ₹3,24,576 | 220 ₹2,55,024 Lowest |
| 2.00 | M&L for Grubbing up tree trunk of girth exc 200 cm and n ot exc 250 cm incl cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground stacking of serviceable material and removing of unserviceable material to a distance n.exc 50m and clearing site complete all as specified and directed. | 3 | Each | 5,800 ₹17,400 | 5,000 ₹15,000 Lowest |
| 3.00 | All as per item No. 2 here in before -diito- but tree trunk of girth exc 250cm and not exc 300 cm complete all as specified and directed. | 1 | Each | 7,800 ₹7,800 | 7,000 ₹7,000 Lowest |
| 4.00 | M&L for Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point where directed complete all as specified and directed. | 1,338.77 | Cum | 160 ₹2,14,203.2 | 130 ₹1,74,040.1 Lowest |
| 5.00 | M&L for Surface dressing n exc 15 cm deep getting out in hard/dense soil complete all as specified and directed. | 480.9 | Sqm | 60 ₹28,854 | 40 ₹19,236 Lowest |
| 6.00 | M&L for Excvation 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 soft/ loose of soil complete all as specified and directed. | 152.65 | Cum | 280 ₹42,742 | 230 ₹35,109.5 Lowest |
| 7.00 | M&L for Excvation in trenches, n exc 1.5 m wide and exc 1.5 m but n.exc 3.0 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 soft/ loose of soil complete all as specified and directed. | 15.36 | Cum | 260 ₹3,993.6 | 240 ₹3,686.4 Lowest |
| 8.00 | M&L PCC (1:3:6) type C-2 as in foundation filling and mass concrete complete all as specified and directed. | 8.06 | Cum | 9,800 ₹78,988 | 8,750 ₹70,525 Lowest |
| 9.00 | M &L RCC M-25 (using 20mm graded stone aggregate) design mix for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. | 92.93 | Cum | 13,000 ₹12,08,090 | 11,000 ₹10,22,230 Lowest |
| 10.00 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter etc. complete all as specified and directed. | 177.11 | Sqm | 520 ₹92,097.2 | 480 ₹85,012.8 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
7 Aug 2026, 6:00 pmClosed
CWE (HILLS) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH POST OFFICE - BHARKATIA DISTRICT - PITHORAGARH STATE - UTTARAKHAND PIN 262520
CA NO. CWE/HILLS/RKT/57 OF 2026-2027 PROVN OF GUARD ROOMS WITH ATTACHED TOILETS (SINGLE STOREY AND DOUBLE STOREY) AT KUMAON REGIMENTAL CENTRE RANIKHET UNDER GE RANIKHET
2026_MES_776265_1
89438/26-27/E8
Open Tender
Civil Works
Item Rate
365 days
RANIKHET UTTARAKHAND
Class - B
9 documents required · 9 mandatory
₹1,000
GE (MES) RANIKHET
₹2.2 L
Yes
20 Aug 2026
3 Jul 2026
14 Aug 2026
3 Jul 2026
7 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) n exc 1.5 mtr including getting out and disposal of excavated earth in hard dense soil and .lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | 1,159.2 | Cum | - | - |
| 2 | M&L for Grubbing up tree trunk of girth exc 200 cm and n ot exc 250 cm incl cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground stacking of serviceable material and removing of unserviceable material to a distance n.exc 50m and clearing site complete all as specified and directed. | 3 | Each | - | - |
| 3 | All as per item No. 2 here in before -diito- but tree trunk of girth exc 250cm and not exc 300 cm complete all as specified and directed. | 1 | Each | - | - |
| 4 | M&L for Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point where directed complete all as specified and directed. | - | Cum | - | - |
| 5 | M&L for Surface dressing n exc 15 cm deep getting out in hard/dense soil complete all as specified and directed. | 480.9 | Sqm | - | - |
| 6 | M&L for Excvation 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 soft/ loose of soil complete all as specified and directed. | - | Cum | - | - |
| 7 | M&L for Excvation in trenches, n exc 1.5 m wide and exc 1.5 m but n.exc 3.0 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 soft/ loose of soil complete all as specified and directed. | - | Cum | - | - |
| 8 | M&L PCC (1:3:6) type C-2 as in foundation filling and mass concrete complete all as specified and directed. | 8.06 | Cum | - | - |
| 9 | M &L RCC M-25 (using 20mm graded stone aggregate) design mix for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. | - | Cum | - | - |
| 10 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter etc. complete all as specified and directed. | - | Sqm | - | - |
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