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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 LAccepted-AOC BADI BARGICHA ALMORA DISTRICT UTTARAKHAND | ALMORA | UTTARAKHAND | 263601 | ₹25.8 L | L1 | Accepted-AOC l1 |
| 2 | L2₹26.1 LRejected-AOC | ₹26.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹26.9 LRejected-AOC | ₹26.9 L | L3 | Rejected-AOC l3 |
| 4 | L4₹28.3 LRejected-AOC | ₹28.3 L | L4 | Rejected-AOC L4 |
| 5 | L5₹29.1 LRejected-AOC | ₹29.1 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Mahesh Chandra Sanwal L1 | AAMFD5429L L6 | ROHIT RAUTELA L5 | Ganesh Mehta L3 | MAHESH L4 | M/S SD Adhikari Construction L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms,lift upto 1.5 out the excavated soil and disposal of surplus excavated soil as dir of 50 m. | 91.37 | cum | 200 ₹18,274 | 179 ₹16,355.23 | 198 ₹18,091.26 | 220.59 ₹20,155.31 | 180.1 ₹16,455.74 | 176.47 ₹16,124.06 |
| 2.00 | Providing and laying in position cement concrete of specified grade cost of centring and shuttering-All work upto plinth level 1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal
size derived from natural sources) | 8.29 | cum | 5,200 ₹43,108 | 5,350 ₹44,351.50 | 5,248 ₹43,505.92 | 4,500 ₹37,305 | 9,800.1 ₹81,242.83 | 4,618.3 ₹38,285.71 |
| 3.00 | 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 (1 cement : 2 coarse sand (zone-Ill) derived from natural ources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 82.14 | cum | 6,000 ₹4.9 L | 6,350 ₹5.2 L | 6,030 ₹5.0 L | 5,500 ₹4.5 L | 5,980.8 ₹4.9 L | 5,341.35 ₹4.4 L |
| 4.00 | 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. | 5,367.6 | kg | 96 ₹5.2 L | 102 ₹5.5 L | 100 ₹5.4 L | 95 ₹5.1 L | 80 ₹4.3 L | 90.65 ₹4.9 L |
| 5.00 | 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 as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm | 1,582.56 | sqm | 580 ₹9.2 L | 800 ₹12.7 L | 776 ₹12.3 L | 700 ₹11.1 L | 750.9 ₹11.9 L | 690.03 ₹10.9 L |
| 6.00 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | 303.68 | sqm | 120 ₹36,441.60 | 121 ₹36,745.28 | 119 ₹36,137.92 | 132.12 ₹40,122.20 | 105.8 ₹32,129.34 | 105.7 ₹32,098.98 |
| 7.00 | 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 as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | 375.8 | metre | 280 ₹1.1 L | 300 ₹1.1 L | 286 ₹1.1 L | 250 ₹93,950 | 280.1 ₹1.1 L | 254.78 ₹95,746.32 |
| 8.00 | 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). | 0.55 | cum | 4,700 ₹2,585 | 4,830 ₹2,656.50 | 4,846 ₹2,665.30 | 5,334.87 ₹2,934.18 | 4,800 ₹2,640 | 4,267.9 ₹2,347.35 |
| 9.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in
all shapes and sizes in Cement mortar 1: 6 (1 cement : 6 coarse sand) | 2.2 | cum | 6,500 ₹14,300 | 7,350 ₹16,170 | 6,952 ₹15,294.40 | 7,716.91 ₹16,977.20 | 7,500.91 ₹16,502 | 6,173.53 ₹13,581.77 |
| 10.00 | 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) | 19.1 | sqm | 270 ₹5,157 | 265 ₹5,061.50 | 265 ₹5,061.50 | 294.11 ₹5,617.50 | 289.5 ₹5,529.45 | 235.29 ₹4,494.04 |
Tender Value
₹32.7 L
EMD Value
₹65,500
Closing Date
29 Sept 2025, 3:00 pmClosed
EE RWD ALMORA
OFFICE OT EE RWD ROOM NO 112 VIKASH BHAWAN ALMORA
Constuctiong of Gouadan Kanhavan at Dhoulaghat under deptt of veterenery
2025_RES_86722_1
658 Dated 29-08-2025
Open Tender
Civil Works - Buildings
270 days
Dhoulaghat Almora
Constuctiong of Gouadan Kanhavan at Dhoulaghat under deptt of veterenery
2 documents required · 2 mandatory
₹2,950
EE RWD ALMORA
₹65,500
3 Feb 2026
30 Aug 2025
29 Sept 2025
30 Aug 2025
29 Sept 2025
30 Aug 2025
Amount
Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms,lift upto 1.5 out the excavated soil and disposal of surplus excavated soil as dir of 50 m.
Providing and laying in position cement concrete of specified grade cost of centring and shuttering-All work upto plinth level 1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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 (1 cement : 2 coarse sand (zone-Ill) derived from natural ources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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 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 as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
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 as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
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).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1: 6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm)
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.25 mm dia nominal bore External work
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.15 mm dia nominal bore External work
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
M/S SD Adhikari Construction (BID ID -400160)
Ganesh Mehta (BID ID -400219)
MAHESH (BID ID -398268)
ROHIT RAUTELA (BID ID -398267)
AAMFD5429L (BID ID -400211)
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