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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAccepted-AOC | ₹6.7 Cr | L1 | Accepted-AOC Bond Accepted |
| 2 | L2₹6.8 Cr+₹8.3 L (1.24%)Rejected-Finance | ₹6.8 Cr+₹8.3 L (1.24%) | L2 | Rejected-Finance Rate Above |
| 3 | L3₹7.2 Cr+₹49.8 L (7.42%)Rejected-Finance 323 SHAMBHU NAGAR SHIKOHABAD DISTRICT FIROZABAD | FIROZABAD | UTTAR PRADESH | 224172 | ₹7.2 Cr+₹49.8 L (7.42%) | L3 | Rejected-Finance Rate Above |
| 4 | L4₹9.0 Cr+₹2.3 Cr (33.6%)Rejected-Finance AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹9.0 Cr+₹2.3 Cr (33.6%) | L4 | Rejected-Finance Rate Above |
| 5 | L5₹9.1 Cr+₹2.4 Cr (35.6%)Rejected-Finance ANWALKHEDA MR | ₹9.1 Cr+₹2.4 Cr (35.6%) | L5 | Rejected-Finance Rate Above |
Tender Value
₹9.2 Cr
EMD Value
₹18.4 L
Closing Date
9 Jun 2020, 12:00 pmClosed
S.E. Mainpuri Circle, PWD, Mainpuri
S.E. Mainpuri Circle, PWD, Mainpuri
Repair of Fariha Awagarh via Chidrai road (ODR) in I.R.Q.P. Stabilized WMM (ETA), BC and other miscellaneous works.
2020_CEAGR_476731_1
2260/7M-Mainpuri Circle/2020 dt. 02.05.2020
Open Tender
Civil Works
Lump-sum
FIROZABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
EE CD PWD FIROZABAD
₹18.4 L
Yes
S.E. Mainpuri Circle, PWD, Mainpuri
31 Oct 2020
28 May 2020
9 Jun 2020
28 May 2020
9 Jun 2020
28 May 2020
2 Jun 2020
Amount
Lime Stabilisation for Improving Sub-grade - Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade
Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.
Steblized Wet Mix Macadam (ETA)- Providing, laying, spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer sub base/subgrade and compacting with the road roller to achieve the desired density.
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 bituminous surface cleaned with mechanical broom.
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
Earth work in cutting or in embankment 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 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. Excluding royality which shall be paid as applicable. For Pattries
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 S.I. No. 251
Providing and laying cement concrete in 8:4:1 of not less than strength of M-15 Stone ballast (40 mm nominal size) approved coarse sand and cement, curing complete, Including cost of form work. In Foundation and floors.S.I. No. 279
R.C.C. work with cement approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion 1:2:4 (One part of Cement, Two Part of Coarse Sand and Four Part of 2cm Stone Grit) in lintels of doors and windows excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc and also including supply of all materials labour and tools and plants etc. required to proper completion of the work/strength of the concrete shall not be less than M-15.S.I. No. 283
Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its wastage Bend, hooks and authorized over lapping shall be measured upto floor to level. (10 mm to 12 mm) S.I. No. 504
M/S S.R.S. INFRATECH
RAJEEV KUMAR CONTRACTOR PVT LTD
RAM SANEHI AND SONS
M/S ANIL KUMAR
m/s hanu infrastructure pvt ltd
M/S RISHIKA CONSTRUCTION
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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