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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹93.6 LAccepted-Finance 109 IIND FLOOR MADANGIR VILLAGE NEW DELHI 110 062 | SOUTH | DELHI | 110062 | ₹93.6 L | H3 | Accepted-Finance QUOTED LOWEST RATE |
| 2 | H1₹98.3 LRejected-Finance | ₹98.3 L | H1 | Rejected-Finance H1 |
| 3 | H2₹96.4 LRejected-Finance D 5 1 RANA PRATAP BAGH DELHI 110007 | NORTH | DELHI | 110007 | ₹96.4 L | H2 | Rejected-Finance H2 |
| Sl No | Description | Qty | Unit | SINGH BROTHERS H3 | AKSHIT BUILDERS H2 | Super Enterprises H1 |
|---|---|---|---|---|---|---|
| 1.00ITEMS TO BE EXECUTED | ||||||
| 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 10,625 | sqm | 17.42 ₹1.9 L | 18 ₹1.9 L | 18.3 ₹1.9 L |
| 1.02 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 191.18 | Cum | 257.7 ₹49,267.09 | 265 ₹50,662.70 | 270.71 ₹51,754.34 |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level (a) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 32.72 | Cum | 7,106.96 ₹2.3 L | 7,322 ₹2.4 L | 7,465.9 ₹2.4 L |
| 1.04 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 87.98 | Cum | 7,060.93 ₹6.2 L | 7,274 ₹6.4 L | 7,417.54 ₹6.5 L |
| 1.05 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | 195.5 | sqm | 490.79 ₹95,949.45 | 505 ₹98,727.50 | 515.58 ₹1.0 L |
| 1.06 | Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in superstructure above plinth level up to floor V level in cement mortar 1:6 (1 cement : 6 coarse sand). | 112.63 | Cum | 12,754.22 ₹14.4 L | 13,140 ₹14.8 L | 13,398.37 ₹15.1 L |
| 1.07 | Providing and fixing of MS grill panel 1.80 m length and 1.20 m height having MS angle Iron frame size ( 50mmx50mmx6mm) with 16 mm square bar 10 cm c/c spacing including all etc | 24,913.1 | kg | 170.87 ₹42.6 L | 176 ₹43.8 L | 179.5 ₹44.7 L |
| 1.08 | Providing and laying in cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level (a) 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.06 | Cum | 7,702.5 ₹8,164.65 | 7,935 ₹8,411.10 | 8,091.51 ₹8,577 |
| 1.09 | Providing and fixing MS gate double panel of size (3.00X1.90m) with angle iron frame 50x50x6mm with MS 20mm sq bar piercing through holes @10cm c/c with MS flat 50x6mm and pointed at the top including hanging and locking arrangement all complete including cutting, hoisting, fixing in position with all necessary bolts etc | 3 | Each | 66,927.58 ₹2.0 L | 68,955 ₹2.1 L | 70,307.76 ₹2.1 L |
Tender Value
₹94.6 L
EMD Value
₹2.8 L
Closing Date
26 Jan 2026, 11:00 amClosed
SA ASI Meerut Circle
Office of the SA ASI Meerut Circle Shastri Nagar Meerut
UPHA 03 01 76 PROVIDING BOUNDARY WALL AND BARBED WIRE FENCING AROUND A VERY LARGE AND LOFTY MOUND WITH A SMALL VILLAGE PERCHED ON THE EAST NORTH EAST SIDE OF IT AT INDOR BULANDSHAHAR
2026_ASI_892489_1
Nort/Meer/Meer/A ve/23386860
Open Tender
Civil Works
90 days
INDOR KHERA BULANDSHAHAR
Please refer tender document
2 documents required · 2 mandatory
₹0
₹2.8 L
Yes
27 Jan 2026
5 Jan 2026
27 Jan 2026
5 Jan 2026
26 Jan 2026
5 Jan 2026
ITEMS TO BE EXECUTED
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level (a) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in superstructure above plinth level up to floor V level in cement mortar 1:6 (1 cement : 6 coarse sand).
Providing and fixing of MS grill panel 1.80 m length and 1.20 m height having MS angle Iron frame size ( 50mmx50mmx6mm) with 16 mm square bar 10 cm c/c spacing including all etc
Providing and laying in cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level (a) 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and fixing MS gate double panel of size (3.00X1.90m) with angle iron frame 50x50x6mm with MS 20mm sq bar piercing through holes @10cm c/c with MS flat 50x6mm and pointed at the top including hanging and locking arrangement all complete including cutting, hoisting, fixing in position with all necessary bolts etc
Providing and laying Coping 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand )
Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in charge (cost of earth works in excavation, concrete works in foundation to be paid separately).
Placing and Fixing the R.C.C. posts with cement concrete mix 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only.
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
Provision for Drawing And Documentation Charges.
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
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