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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 CrAccepted-AOC HOUSE NO 120P HOUSE NO 120P SECTOR 4 REWARI 123401 | REWARI | HARYANA | 123401 | ₹8.1 Cr Quoted ₹7.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹8.0 Cr+₹6.8 L (0.86%)Rejected-Finance D 61 PALLAVPURAM PHASE I MRT MEERUT | MEERUT | ₹8.0 Cr+₹6.8 L (0.86%) | L2 | Rejected-Finance L2 |
| 3 | L3₹8.3 Cr+₹33.3 L (4.21%)Rejected-Finance | ₹8.3 Cr+₹33.3 L (4.21%) | L3 | Rejected-Finance L3 |
| 4 | L4₹8.4 Cr+₹45.3 L (5.72%)Rejected-Finance | ₹8.4 Cr+₹45.3 L (5.72%) | L4 | Rejected-Finance L4 |
| 5 | L5₹8.4 Cr+₹46.5 L (5.88%)Rejected-Finance SHANTI HEIGHTS MANGAL PANDEY NAGAR MEERUT UP | MEERUT | MEERUT | UTTAR PRADESH | ₹8.4 Cr+₹46.5 L (5.88%) | L5 | Rejected-Finance L5 |
Tender Value
₹11 Cr
EMD Value
₹22 L
Closing Date
18 Jul 2024, 4:00 pmClosed
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
In Financial year 2023-24 under Rajya Sadak Nidhi Work of widening and strengthening of the road from Chand Samad intersection to Radhana Bridge (ODR) via Pirpur-Dadri-Salwa-Alamgirpur Faridpur from Chainage 6.965 to 16.215
2024_CEMRT_926844_1
1890/11Cashier-MC CD Meerut Dt 06-05-24
Open Tender
Civil Works
Item Rate
365 days
EE CD PWD MEERUT
CLASS A
3 documents required · 3 mandatory
₹2,714
₹22 L
SE MEERUT CIRCLE PWD MEERUT
5 Oct 2024
7 Jun 2024
18 Jul 2024
7 Jun 2024
18 Jul 2024
7 Jun 2024
10 Jun 2024
Amount
(a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 30 M. from the foundation trenches. S.I.No. 251 Including all Taxes labour cess but Excluding G.S.T
Construction of embankment/Patri with approved material obtained from borrow pits with all lifts (Distance 3 km) and all leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of density table 300-2. (Ref. to Mort&H Specification No.305, S.No.-3.16) Including all Taxes labour cess but Excluding G.S.T
Construction of granular sub-base by providing coarse graded Material of approved Haridwar quarry, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Ref. to Mort&H Specification No.401, S.No.-4.10). Including all Taxes labour cess but Excluding G.S.T
Providing, laying, spreading and compacting graded stone aggregate of approved Haridwar quarry to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density (Ref. to Mort&H Specification No.406, S.No.-4.12). Including all Taxes labour cess but Excluding G.S.T
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(Ref. to Mort&H Specification No.503, S.No.-5.20) Including all Taxes labour cess but Excluding G.S.T
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of approved Haridwar quarry of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total 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. 507 (Ref. to Mort&H Specification No.507, S.No.-5.60) complete in all respects. Including all Taxes labour cess but Excluding G.S.T
Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom (Ref. to Mort&H Specification No.503, S.No.-5.20) Including all Taxes labour cess but Excluding G.S.T
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 approved Haridwar quarry of specified grading, premixed with bituminous binder VG-30 @ 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 (Ref. to Mort&H Specification No.509, S.No.-5.80) complete in all respects. Including all Taxes labour cess but Excluding G.S.T
P/F of Km, hectometer stone etc. Including all Taxes labour cess but Excluding G.S.T
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement of M-30 Grade thickness as per design, over a prepared sub base withn 43 grade cement or any other type as per clause 1501.2.2 coarse and fine aggregates confirming to IS 383 maximum 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 form work. (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 poeration including provision of contractiion and expansion, construction joints as per norms ,applying debonding strips primer, sealant, dowel bars, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14- days, curing conpound (where specified) and water finishing to lines and grade as per drawing and Techical specification clause 1501 including cost of polythene sheet and dowel bar and also including conplete shifting of matrials & concrete etc. (Item no. New item 9 page no 47) Including all Taxes labour cess but Excluding G.S.T
Plain Cement Concrete M-15 in Open Foundation using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications. Including all Taxes labour cess but Excluding G.S.T
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation,Sub-Structure & Super-Structure complete as per Drawing and Technical Specifications. Including all Taxes labour cess but Excluding G.S.T
Reinforced Cement Concrete M-25 for wall & slab etc. using batching plant transit mixer & Concrete pump complete as per Drawing and Technical Specifications. Including all Taxes labour cess but Excluding G.S.T
Plain Cement Concrete M-20 in Foundation & Super-Structure using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications. Including all Taxes labour cess but Excluding G.S.T
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Including all Taxes labour cess but Excluding G.S.T
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe & 6kg/sqcm (ISI Marked), extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per SOR 30(A) Including all Taxes labour cess but Excluding G.S.T
M-150 Brick Work in 1:4 one Cement & Four Coarse Sand in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work. As per SOR SI No. 305 (a). Including all Taxes labour cess but Excluding G.S.T
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets (Ref. to Mort&H Specification No.2900, S.No.-9.20) . Including all Taxes labour cess but Excluding G.S.T
Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. As per SOR SI.No.574. Including all Taxes labour cess but Excluding G.S.T
12 mm thick cement plaster in dedo or skirting in 1:2 consisting of one part of cement & two parts of approved coarse sand of approved Haridwar quarry laid in panels finished with 3 mm floating coat of neat cement or cement mixed with marble dust in ratio 5:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Including all Taxes labour cess but Excluding G.S.T
Cement Concrete with 2 cm gauge stone grit, coarse sand of approved Haridwar quarry & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. As per SI No. 279 (a). Including all Taxes labour cess but Excluding G.S.T
R.S.BUILDERS
Dev Yash Projects and Infrastructure Pvt. Ltd.
M/S ARYA CONSTRUCTION CO.
M/S SHANTI ASSOCIATES
Preeti Buildcon Private Limited
raghuvanshi construction
TECHNOCRAFT CONSTRUCTION PTIVATE LIMITED
M/s Shikhar Construction
ANUJ ASSOCIATES
SHIV SHAKTI INFRA BUILDWELL PRIVATE LIMITED
amit kumar contractor
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