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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 LAccepted-Finance | ₹17.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹18.0 LAccepted-Finance VILL BHANKOLI P O BHANKOLI TEHSIL PUROLA UTTARKASHI UTTARAKHAND 249171 | UTTAR KASHI | UTTARAKHAND | 249171 | ₹18.0 L | L2 | Accepted-Finance L2 |
| 3 | L3₹18.5 LAccepted-Finance | ₹18.5 L | L3 | Accepted-Finance L3 |
| 4 | L4₹18.8 LAccepted-Finance | ₹18.8 L | L4 | Accepted-Finance L4 |
| 5 | L5₹19.1 LAccepted-Finance BADI BARGICHA ALMORA DISTRICT UTTARAKHAND | ALMORA | UTTARAKHAND | 263601 | ₹19.1 L | L5 | Accepted-Finance L5 |
| Sl No | Description | Qty | Unit | Mahesh Chandra Sanwal L5 | Dalip Singh L2 | MAA BHAGWATI CONSTRUCTION AND SUPPLIERS L4 | KISHAN SINGH BISHT L3 | Suresh Chandra Lohani L6 | BHARAT SINGH ADHIKARI L1 | PRAKASH BISHT L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)
/ manual means in foundation trenches or drains (not exceeding 1.5 m
in width or 10 sqm on plan), including dressing of sides and ramming of
bottoms, for all lift, including getting out the excavated soil and disposal
of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 19.44 | cum | 210 ₹4,082.40 | 196.58 ₹3,821.52 | 170 ₹3,304.80 | 193.48 ₹3,761.25 | 200 ₹3,888 | 196 ₹3,810.24 | 241.49 ₹4,694.57 |
| 2.00 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete Made of G.I. wire of dia 4 mm | 362.4 | Sqm | 600 ₹2.2 L | 768.67 ₹2.8 L | 720 ₹2.6 L | 756.54 ₹2.7 L | 650 ₹2.4 L | 769 ₹2.8 L | 944.28 ₹3.4 L |
| 3.00 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | 756 | kgs | 100 ₹75,600 | 94.96 ₹71,789.76 | 50 ₹37,800 | 93.46 ₹70,655.76 | 110 ₹83,160 | 90 ₹68,040 | 116.66 ₹88,194.96 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level: 1:2:4 | 10.94 | cum | 6,100 ₹66,734 | 5,950.08 ₹65,093.88 | 6,400 ₹70,016 | 5,856.21 ₹64,066.94 | 7,000 ₹76,580 | 5,959 ₹65,191.46 | 7,309.38 ₹79,964.62 |
| 5.00 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 2,617.98 | kgs | 100 ₹2.6 L | 100.98 ₹2.6 L | 95 ₹2.5 L | 99.38 ₹2.6 L | 110 ₹2.9 L | 93 ₹2.4 L | 124.04 ₹3.2 L |
| 6.00 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete | 195 | Rmt | 300 ₹58,500 | 283.82 ₹55,344.90 | 280 ₹54,600 | 279.33 ₹54,469.35 | 300 ₹58,500 | 284 ₹55,380 | 348.65 ₹67,986.75 |
| 7.00 | Brick work with common burnt clay modular bricks of class designation
7.5 in foundation and plinth in:Cement Mortar 1: 6 (1 cement : 6 coarse sand). | 20.62 | cum | 5,700 ₹1.2 L | 4,754.28 ₹98,033.25 | 5,400 ₹1.1 L | 4,679.28 ₹96,486.75 | 5,800 ₹1.2 L | 4,761 ₹98,171.82 | 5,840.4 ₹1.2 L |
| 8.00 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | 225.1 | sqm | 260 ₹58,526 | 251.75 ₹56,668.93 | 225 ₹50,647.50 | 247.78 ₹55,775.28 | 300 ₹67,530 | 252 ₹56,725.20 | 309.26 ₹69,614.43 |
| 9.00 | Providing and laying factory made chamfered edge Cement Concrete
paver blocks in footpath, parks, lawns, drive ways or light traffic parking
etc, of required strength, thickness & size/ shape, made by table vibratory
method using PU mould, laid in required colour & pattern over 50 mm
thick compacted bed of sand, compacting and proper embedding/laying
of inter locking paver blocks into the sand bedding layer through vibratory
compaction by using plate vibrator, filling the joints with sand and cutting
of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved
colour design and pattern. | 638.99 | Sqm | 988 ₹6.3 L | 824.33 ₹5.3 L | 1,050 ₹6.7 L | 811.32 ₹5.2 L | 990 ₹6.3 L | 800 ₹5.1 L | 1,012.65 ₹6.5 L |
| 10.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils
and rocks including all lead, lift and disposal of surplus material as per
direction of engineer - in - charge, as per drawing and technical
specifications Clause 305.1 of MORD Specifiction | 14.04 | cum | 300 ₹4,212 | 295.29 ₹4,145.87 | 270 ₹3,790.80 | 353.01 ₹4,956.26 | 250 ₹3,510 | 295 ₹4,141.80 | 362.75 ₹5,093.01 |
Tender Value
₹25.3 L
EMD Value
₹50,700
Closing Date
13 Mar 2026, 3:00 pmClosed
EE RWD ALMORA
EE RWD ALMORA
Construction of a path adjacent to the boundary wall for drainage of the path along the security wall in the Diet Campus Almora.
2026_RES_92718_1
1702 Dated 17-02-2026
Open Tender
Civil Works - Buildings
365 days
Almora
Construction of a path adjacent to the boundary wall for drainage of the path along the security wall in the Diet Campus Almora.
3 documents required · 3 mandatory
₹2,360
Yes
EE RWD ALMORA
₹50,700
Yes
16 Mar 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete Made of G.I. wire of dia 4 mm
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level: 1:2:4
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1: 6 (1 cement : 6 coarse sand).
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Gravel/Soil Aggregate Base/Subbase Nominal Maximum size Grading 80 mm (Table 2.3 of IRC SP 77-2008) Construction of Gravel/ Soil Aggregate Subbase/ Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 (Hand mixed)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
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