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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹12.6 L (9.19%)Accepted-AOC FLAT NO 02 KAPIL VIHAR NEAR BANAVEDI DHANA ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹1.5 Cr+₹12.6 L (9.19%) | L2 | Accepted-AOC L2 |
| 3 | L3₹1.5 Cr+₹12.7 L (9.21%)Accepted-AOC A 52 CHANAKYA PLACE NEW DELHI BRANCH OFFICE B 175 NANDGRAM GHAZIABAD PIN CODE 110045 | NEW DELHI | NEW DELHI | DELHI | 110045 | ₹1.5 Cr+₹12.7 L (9.21%) | L3 | Accepted-AOC L3 |
| 4 | L4₹1.5 Cr+₹15.1 L (11.0%)Accepted-AOC ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | ₹1.5 Cr+₹15.1 L (11.0%) | L4 | Accepted-AOC L4 |
| 5 | L5₹1.6 Cr+₹20.3 L (14.7%)Accepted-AOC | ₹1.6 Cr+₹20.3 L (14.7%) | L5 | Accepted-AOC L5 |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
27 Feb 2025, 12:00 pmClosed
SE, M.G.C.C.C-1, MEERUT
Office of SE, M.G.C.C.C-1, MEERUT
10/SE/MRT/2024-25(LOT-1)
2025_UPIDC_1006639_6
10/SE/MRT/2024-25
Open Tender
Civil Works
Item Rate
180 days
Sambhal
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹3.8 L
Yes
21 Mar 2025
22 Feb 2025
27 Feb 2025
22 Feb 2025
27 Feb 2025
22 Feb 2025
Amount
Earth work in embankment in ordinary soil in 20 cm layer including ramming and dressing the surface to the required levels and slopes also including carriage of earth beyond 3.00 KM by power transport up to work site with all lead and lift, complete as per directed by Engineer-in-Charge.
Earth work in Foundation in dry soil (Loam clay or sand) including lift up to 1.5 M and lead up to 30 m and including cost of all labour, T&P etc complete.
Cement concrete in 1:2:4 (M-15) including all cost of material, labour , T&P etc. for completion of work per cum.
Cement concrete in 1:1:2 (M-25) including all cost of material, labour , T&P etc. for completion of work per cum.
Cement concrete in 1:1.5:3 (M-20) including all cost of material, labour , T&P etc. for completion of work per cum.
Centering & Shuttering including all cost of material, labour and T&P etc. for proper completion of work. per Sqm
for CC work
for RCC work
Cement concrete with stone ballast in R.C.C. 1:1.5:3 (M-20) including all cost of material, labour , T&P etc. for completion of work per cum.
Cement concrete with stone ballast in R.C.C. 1:1:2 (M-25) including all cost of material, labour , T&P etc. for completion of work per cum.
Supply and laying steel reinforcemet with cutting, binding, & placing includign cost of binding wire, steel, labour and T&P etc. complete.
Supllying and laying 225 mm wide PVC wtaer seal in expansionsion joint
Providing and laying coarse sand in filter including all cost of material, labour and T&P etc. complete.
Providing and laying graded gravel 4-20mm. Size including all cost of material, labour and T&P etc. complete.
Providing and laying graded stone ballast 20-40 mm. Size including all cost of material, labour and T&P etc. complete.
Providing and laying dry boulder pitching including all cost of material, labour and T&P etc. complete.
First class brick work in 1:4 C.M. including all cost of material, labour and T&P etc. for proper completion of work. Per cum
Cement pointing in 1:2 (struck deep) on brick masonry i/c cost of all material, labour, T&P etc for completion of work.
Earth work in filling in ordinary soil in 20 cm layer including ramming and dressing the surface to the required levels and slopes also including carriage of earth beyond 3.00 km by power transport up to work site with all lead and lift, including machenical compaction complete as per directed by Engineer-in-Charge.
Suplying and laying of R.B.M. including cost of all material, labour and T&P etc. complete.
Dry brick on edge soling laid dry filling joints including all cost of material, labour and T&P etc. all complete. Per sqm.
Supplying of iron diversion board (Size 1.20X0.90 m.)with 16 gauge iron sheet and 50x50x5 mm size MS angle up to 3.0 m height including cost of material.
Providing and fixing M.S. Trash Rack size 2.50x1.50 (150x80 mm box size with 14 mm thick plate) including cost of all material, labour and T&P etc. complete.
Construction of granular sub base by providing coarse graded material, spreading in uniform layers, with motor grader on prepared surfac, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401.
Providing, laying, spreading and compacting stone aggregates of 63-45 mm 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 II and thickness as per Technical Specification Clause 405.
Providing, laying, spreading and compacting stone aggregates of 53-22.40 mm 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 III and thickness as per Technical Specification Clause 405.
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
Providing & applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydroulic 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 plant, laying and rolling with a three whel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.
Providing and laying seal coat by manual means with VG-10 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.
Removal of diversion including 1.50 m lift and up to 100 m lead.
Safety Measures (guide wall, reflector and other requirement by NHAI)
MA AND SONS (BID ID -5002280)
gopi constech pvt. ltd. (BID ID -4999651)
S F INFRA PROJECTS (BID ID -5002155)
SIDDHI ASSOCIATES (BID ID -5002827)
SHRI PAWAN KUMAR (BID ID -5002650)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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