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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹1.7 Cr+₹6.5 L (3.94%)Rejected-Finance | ₹1.7 Cr+₹6.5 L (3.94%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.7 Cr+₹8.5 L (5.19%)Rejected-Finance A 52 CHANAKYA PLACE NEW DELHI BRANCH OFFICE B 175 NANDGRAM GHAZIABAD PIN CODE 110045 | NEW DELHI | NEW DELHI | DELHI | 110045 | ₹1.7 Cr+₹8.5 L (5.19%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹1.9 Cr+₹24.7 L (15.1%)Rejected-Finance 99 SUSHILA BIHAR BHUD BULANDSHAHAR | ₹1.9 Cr+₹24.7 L (15.1%) | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹1.9 Cr+₹26.9 L (16.4%)Rejected-Finance NAYA GAON CHANDPUR BULANDSHAHAR UP | GONDA | UTTAR PRADESH | 271001 | ₹1.9 Cr+₹26.9 L (16.4%) | L-5 | Rejected-Finance L-5 |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
14 Dec 2022, 5:00 pmClosed
SE Drainage circle Aligarh
SE Drainage circle Aligarh
CONSTRUCTION OF WATER SUPPLY CHANNEL, C.C. APPROACH ROAD AND ALLIED WORKS FOR PROVIDE 37.50 plus 12.50 equal to 50 CUSEC GANGA WATER TO JAL NIGAM IN DIST. GHAZIABAD UNDER BDGC BULANDSHAHR.
2022_UPIDC_757618_2
10/SE/2022-23
Open Tender
Civil Works
Item Wise
90 days
SE DRAINAGE CIRCLE ALIGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹4.6 L
13 Mar 2023
9 Dec 2022
15 Dec 2022
9 Dec 2022
14 Dec 2022
9 Dec 2022
Amount
Earth work in foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in-charge up to a distance of 30M from the foundation trenches
Providing and laying Cement concrete (1:3:6) in with stone ballast 37.5 mm to 25 mm granite stone grit, cement , coarse sand including cost of all material, labour and T and P etc. complete.
Providing and laying C C - M15 (1:2:4) with cement , coarse sand , and 10mm to 25mm stone grit including cost of all material, labour and T and P etc. complete.
Ordinary centering and shuttering for C.C. work including cost of all material, labour and T and P etc. complete
Centering and shuttering for R.C.C. work i/c centering and shuttering up to 3.0 m height as per direction of Engineer in charge including cost of all material, labour and T and P etc. complete
Steel Reinforcement including cutting, bending, binding, placing in position as per direction of Engineer in charge including cost of all material, labour and T and P etc. complete.
P/F of PVC Pipe 75mm dia including all cost of material, labour and T and P etc. complete.
Providing and laying R C C - M20(1:1.5:3) with cement , coarse sand , and 10mm to 25mm stone grit including cost of all material, labour and T and P etc. complete.
Providing and laying C C - M20(1:1.5:3) with cement , coarse sand , and 10mm to 25mm stone grit including cost of all material, labour and T and P etc. complete.
Ordinary jungle clearance with disposal including cost labour and T and P etc. complete
Leveling and dressing service road including earth work for petty repair as per direction of engineer in charge
Earth work in Embankment by power transported earth with a lead beyond 200m and upto upto 1.00 km including excavation loading, ,unloading, manual compaction dressing and all lifts complete excluding royalty
Construction of granular sub-base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness by Motar grader, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling 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 construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical Specification Clause 1501.
Making construction joint in lined concrete surface as per drawing ,including painting with sealing primer and joint filling with sealing compound, including cost of all material ,labour and T and P etc. complete.
Videography/Photography of silt clearance works in before, during and after by DRONE as per requirement including supply of Videography/Photography in Pen Drive and vehicles for movement as per direction of Engineer in charge.
Laying of Rubber Moulded Cement concrete Kerb stone (colour and shape approved by Engineer-in-charge) of size 12'' x16" x 6" (Compressive strength not less then 30Mpa) Including 50mm thick local sand base leveling for Kerb stone and required level and slope, filling joint with neat cement and all complete work.etc.
Laying of colour precast Interlocking tiles (colour and shape approved by Engineer-in-charge) of thickness 100mm (Compressive strength not less then 30Mpa) Including 25mm thick local sand base leveling of Interlocking tiles ,dressing of surface to required level and slope, filling joints with local sand all complete work.etc.
Providing and fixing of 90cm x 120 cm rectangular retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of high intensity grade sheeting vide clause 801.3 , fixed cover aluminium sheeting, 2 mm thick supported on a mild steel angle iron post 75mm x 75mm x6 mm firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 60cm below ground level as per approved drawing as per specification and direction of engineer in-charge including cost of all material labour and T and P etc. required for proper completion of work.
Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools and plants etc. required for proper completion of the work.
rupendra kumar bhardwaj
gopi constech pvt. ltd.
M/S CHAUDHARY ENTERPRISES
M/S UNITE ENTERPRISES
MUKESH KUMAR SHARMA
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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