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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹25.6 L+₹1.3 L (5.14%)Admitted-Finance GRAM ABHODA MOHIDDINPUR POST KOTILA DISTRICT AZAMGARH | L2 | Admitted-Finance | |
| 3 | L3₹26.5 L+₹2.1 L (8.75%)Admitted-Finance ETAWAH | L3 | Admitted-Finance | |
| 4 | L4₹28.9 L+₹4.6 L (18.7%)Admitted-Finance NIVASI GRAM KUNERA POST ITI DISTRICT ETAWAH UP | ETAWAH | UTTAR PRADESH | 206001 | L4 | Admitted-Finance | |
| 5 | Rejected-Technical | - | Rejected-Technical Bid other firm |
| Sl No | Description | Qty | Unit | ANSHU TRADERS L4 | OM SHIV ENTERPRISES L3 | M/s Upadhyay Construction L2 | M/s Surendra Singh L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cleaning Jungles including uprooting of rank vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. | 1,207 | Sqm | 5.5 ₹6,638.5 | 4.5 ₹5,436.33 | 1 ₹1,207 Lowest | 4.14 ₹4,999.39 |
| 2.00 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches | 170.4 | Cum | 125 ₹21,300 | 110.55 ₹18,838.06 | 50 ₹8,520 Lowest | 101.66 ₹17,322.01 |
| 3.00 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded brick ballast 40 mm nominal size) in foundation and floors with curing complete, including cost of all material, labour, T&P, shuttering etc required for completion of work. | 38.34 | Cum | 5,500 ₹2,10,870 | 4,503.95 ₹1,72,681.44 | 5,000 ₹1,91,700 | 4,141.5 ₹1,58,785.11 Lowest |
| 4.00 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work upto plinth level as per directed by engineer incharge | 96.7 | Cum | 5,350 ₹5,17,355.7 | 4,381.12 ₹4,23,662.58 | 5,000 ₹4,83,510 | 4,028.55 ₹3,89,568.84 Lowest |
| 5.00 | Providing and laying cement concrete in 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In floors. | 12.78 | Cum | 6,000 ₹76,680 | 4,913.4 ₹62,793.25 | 5,000 ₹63,900 | 4,518 ₹57,740.04 Lowest |
| 6.00 | Laying and fixing of N.P.-3 (0.300M Diameter)Hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance including cost of pipes/collars. | 142 | RM | 1,450 ₹2,05,900 | 1,216.07 ₹1,72,681.51 | 1,000 ₹1,42,000 Lowest | 1,118.21 ₹1,58,785.11 |
| 7.00 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design :Inside size 1200 x 1200mm and 1.20 meter deep including C.I. Cover frame. | 1 | Nos | 25,000 ₹25,000 | 21,618.96 ₹21,618.96 | 21,000 ₹21,000 | 19,879.2 ₹19,879.2 Lowest |
| 8.00 | Earth work in filling in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 1km lead. | 630.82 | CUM | 130 ₹82,006.73 | 135.12 ₹85,235.9 | 100 ₹63,082.1 Lowest | 124.25 ₹78,376.36 |
| 9.00 | WBM (G-3) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause-405 | 181.05 | CUM | 2,600 ₹4,70,730 Lowest | 3,475.24 ₹6,29,192.2 | 3,000 ₹5,43,150 | 3,195.57 ₹5,78,558.67 |
| 10.00 | RCC work Providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size | 32.62 | Cum | 7,450 ₹2,43,056.25 | 6,100.81 ₹1,99,038.76 | 6,500 ₹2,12,062.5 | 5,609.85 ₹1,83,021.36 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.3 L
Closing Date
12 Jan 2024, 1:00 pmClosed
Executive Engineer
ICD Firozabad Hq Shikohabad
S/E For Construction Work of Approch Road Under constrution quarters at Irrigation construction division Firozabad Hq Shikohabad campus
2024_UPIDC_877634_1
06/EE/2023-24
Open Tender
Civil Works - Canal
Item Rate
30 days
Nahar Kothi Shikohabad
Please refer tender documents
2 documents required · 2 mandatory
₹384
Executive Engineer
₹3.3 L
29 Jan 2024
5 Jan 2024
12 Jan 2024
5 Jan 2024
12 Jan 2024
5 Jan 2024
Amount
Cleaning Jungles including uprooting of rank vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared.
Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches
Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded brick ballast 40 mm nominal size) in foundation and floors with curing complete, including cost of all material, labour, T&P, shuttering etc required for completion of work.
Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work upto plinth level as per directed by engineer incharge
Providing and laying cement concrete in 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In floors.
Laying and fixing of N.P.-3 (0.300M Diameter)Hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance including cost of pipes/collars.
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design :Inside size 1200 x 1200mm and 1.20 meter deep including C.I. Cover frame.
Earth work in filling in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 1km lead.
WBM (G-3) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause-405
RCC work Providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bends, hooks and authorised over lapping with all cost of labour, material, T&P etc complete in all respect.
12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth.
Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work.
CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side fromwork (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (approved Quarri grit)
Supply & Laying of I shaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (Ordinary Grey)
M/s Upadhyay Construction
OM SHIV ENTERPRISES
ANSHU TRADERS
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