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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.1 CrAccepted-AOC | ₹19.1 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹20.9 CrRejected-Finance 142 | ₹20.9 Cr | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹21.0 CrRejected-Finance CHHAPRAULI | BAHRAICH | UTTAR PRADESH | 271801 | ₹21.0 Cr | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹21.0 CrRejected-Finance KRISHNA COMPLEX JAIN COLLEGE ROAD SAHARANPUR UTTAR PRADESH PIN CODE 247001 | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹21.0 Cr | L-4 | Rejected-Finance L-4 |
| 5 | Rejected-Technical A 142 OMAXE NRI CITY GREATER NOIDA GAUTAM BUDDH NAGAR 201308 | 201308 | - | - | Rejected-Technical document not complete |
Tender Value
₹21.1 Cr
EMD Value
₹42.1 L
Closing Date
18 Sept 2023, 5:00 pmClosed
SE DRAINAGE CIRCLE ALIGARHDRAINAGE CIRCLE ALIGARH
SE DRAINAGE CIRCLE ALIGARHDRAINAGE CIRCLE ALIGARH
CC lining and service road construction work from Km 0.000 to Km 11.863 of Dy. Mudakheda in district Bulandshahr
2023_UPIDC_831722_12
02/SE/2023-24 dt 09/08/2023
Open Tender
Civil Works
SE DRAINAGE CIRCLE ALIGARHDRAINAGE CIRCLE ALIGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,354
₹42.1 L
6 Nov 2023
13 Sept 2023
19 Sept 2023
13 Sept 2023
18 Sept 2023
13 Sept 2023
Amount
Uprooting jhunds including dressing and proper disposal including cost of all labour and T&P etc, completion of the work as per the direction of Engineer-in-charge.
Earth work in cutting or in emnankment in ordinary soil excavation to be in the form of regular pits and earth work in embankment to be in 20 cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50 m lift and 30m lead. The eart from cutting to be used in making embankment or to be deposited as spoil bank within 30 m distance as directed by Engineer-in-Charge.
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 30 m from the foundation trenches.
Centering and shuttering for C.C. work including all cost of material, labour and T&P etc.
Providing and laying Cement concrete M 10 (1:3:6) with cement, coarse sand and stone grit 10 to 25 mm. size.all cost of material, labour and T&P etc. complete.
Providing and laying Cement concrete M15 (1:2:4) with cement , coarse sand , and 25mm to 10mm stone grit including cost of all material, labour and T&P etc.complete.
Supplying and laying local sand under CC lining side slope of canal i/c all cost of material,labour and T&P etc complete.
12.5mm thick cement plaster in 1:6 cement ,coarse sand including cost of all material, labour and T&P etc. complete.
Supplying and laying 250 Micron LDPE Film under CC lining side slope of canal i/c all cost of material,labour and T&P etc complete.
Painting on Top of sleeper with (Bitumen s-35 (60/70) or s90 (80/100) grade @ one kg /sqm including cost of all material, labour and T&P etc. complete.
Providing and laying 75mm thick C.C. ,M-15 (1:2:4) lining with Paver machine, Bantching plant etc. centering and shuttering, including cost of all material ,labour and T&P etc. complete.
Making Expension groove (14x27 mm size) 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&P etc. complete.
Brick work in 1:4 cement and coarse sand mortar on wall with cement, Coarse Sand, and M-100 bricks including all cost of material, labour and T&P etc. complete.
12.5 mm thick cement plaster in 1:4 cement& coarse sand including cost of all material, labour and T&P etc. complete.
Providing and fixing PVC 110 mm dia pipe conforming to IS make working pressing 6 kg / sqcm including testing labour T&P and all complete fitting as per direction of Engineer-in-Charge.
Providing and fixing PVC 160 mm dia pipe conforming to IS make working pressing 6 kg / sqcm including testing labour T&P and all complete fitting as per direction of Engineer-in-Charge.
Finishing outer wall with weather coat by (Asian or Berger Brand) of approved make and quality on old surface with two or more coat to give an even shade thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
Cleaning thick bushes and thorny jungle with proper disposal including cost of all labour and T&P etc, completion of the work as per the direction of Engineer-in-charge.
Earth work in restoration of embankment in ordinary soil in making profile, proper Compaction & dressing and lead upto 3 km and lift upto 1.50 m including dressing etc.
Construction of granular sub-base 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, 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 2 as per Technical Specification Clause 405.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, 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.
Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Mix plant, laying with paver machine and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades etc. as per Technical Specification Clause 508.
Providing and laying seal coat with VG-10 Grade Bitumen by suitable Mix plant, laying with paver machine and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades, sealing the voids in a bituminous in Type B as per Technical Specification Clause 510
Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the fineshed surface to be level, uniform and free from streaks and holes rates are inclusive of all taxes, royality etc. all T&P/ machine material and labour required for proper completion of work.
Brick on edge pavement with straight over burnt brick on parties with bricks, laid dry joint filled with local sand including prepartion of base to prpper slope and its ramming spreading layer of 1 cm depth of local sand over the subgrade and including supply of all materials labour tools & plant etc required for proper completion of the work.
Providing and fixing Km. Stone on Mundakheda Dy From Km 0.000 to Km 11.863
Providing and fixing boundary Stone on Mundakheda Dy From Km 0.000 to Km 11.863
M/S SHIV SHAKTI CONSTRUCTION
M/S AJAY KUMAR
Durga Engineers and Earth Movers
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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