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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 CrAccepted-AOC GRAM DEVRADA TARABGANJ DISTRICT GONDA UTTAR PRADESH | GONDA | UTTAR PRADESH | 271001 | ₹8.5 Cr Quoted ₹14.1 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹14.1 Cr+₹4.3 L (0.31%)Rejected-Finance | ₹14.1 Cr+₹4.3 L (0.31%) | L2 | Rejected-Finance L2 |
Tender Value
₹14.1 Cr
EMD Value
₹28.3 L
Closing Date
18 Jan 2025, 12:00 pmClosed
SE GONDA CIRCLE PWD GONDA
SE GONDA CIRCLE PWD GONDA
Construction of Four Lane Maa Pateshwari Unversity Balrampur
2025_CEDPW_992433_1
4182/2Com(B)-Gonda Circle/24-25 Dt. 11.12.24
Open Tender
Civil Works
Item Wise
365 days
BALRAMPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Yes
₹28.3 L
Yes
GONDA
22 Feb 2025
10 Jan 2025
18 Jan 2025
10 Jan 2025
18 Jan 2025
10 Jan 2025
10 Jan 2025
Amount
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Granular)
Construction of granular sub-base by providing close 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 (Labour cost Only)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2
Construction of earthen shoulders with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2
Construction of granular sub-base by providing close 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
Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specified 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.
Provding laying and spreading of graded stone aggregae (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 on sub base/subgrade and compacting with the road roller to achive the desire density.
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 as per Technical Specification Clause 503.
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 to 5.6 percent 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.
P/Laying of interlocking tiles (80 mm, I shape) M-30 grade in Shoulder.
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
CONSTRUCTION OF DRAIN Excavation in foundation in ordinary Soil. including lift up to 1.5m and lead up to 30m (100 ft) and including filling. Watering and ramming of excavated earth in to the trenches or in to the space between the structure and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer– in–charge up to distance of 30.00 m (100 ft) from the foundation trenches as per MORT&H 301
Cement concrete with 4 cm. (1/2") gauge brick ballast, aproved fine sand, cement in the proprtion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per SI No.275
Cement concrete with 4 cm. (1/2") gauge approved granit stone ballast, aproved coarse sand, cement in the proprtion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per SI No.281
R.C.C. work cement approved coarse sand, and 2 Cm. (3/4") gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforeement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including neaessary centering and shuttering etc. and also including supply of all materials labour and tools and plants etc. required for proper completion of the work binding wire to be supplied by the contractor free of cost for: SI no 288.
Mild steel or iron in plain work such as in reinforced concrete / brick work (when not included in overall rates) wrought to required shape as necessary I/C bending for proper completion of the work and including supply of steel, it's wastage and hooks and authorized over lapping shall be measured. SI no 504(b).
Class- 150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work.SI no 305 (b).
Stuck pointing in 1:2 cement and fine sand mortar on brick work including supply of all materials, labour and T and P etc Requuired for proper completion of work as per S.I No. 574, Chapter 13
Laying Reinforced Cement Concrete Pipe 1000mm dia NP3 / Prestressed Concrete Pipe on First Class Bedding in Single Row as per SOR Non Sch. C
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including retroreflactive glass beads@ 250 gms per sqm area thickness of 2.5 mm is exlusive of suface applied glass beads as per IRC:35 the finished surface to be level uniform and free form streak and holes
Direction of place indentification sign with size more than 9 sqm size board providing and erecting direction place identification reflactoirised sign as per IRC 67 made high intensity grade shieeting wide clause 801.3 fixing over aluminium sheeting 2mm thick area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm
Cat Eye (Raised Pavement Marker/Road Stud) Sharp Curve and Abadi Portion. Supply and fixing of Raised Pavement marker (Cat Eyes) of Avery Dennision/3M make of approved quality in size of width not exceeding 20 mm and height not exceding 20 mm made up to strong Engineering Polymer thermoplastic polyurethene with Electronic welded abrasion resistant lenses for Retro Reflective in dry and wet weather condition alone with Bituminous adhesive as per MORTH Specification.
Supply and errective of build up cantilever structure 6 M span comprising o three vertical post of 6M high made up 300MM Nbheavy class MS pipe as vertical member welded with 100MM MS plate at top and bottom for bearing of horizental MORTH 802
Providing and Fixing of reflective signs with corrosion resistent 4 mm thick aluminium composit panal as per IRC 67-2010 rectro reflective sheeting with M.S. angle frame 35x3 board etc .MORTH 801
Providing and laying of Kilometer Stone of standard design as per IRC-8 fixing in position including painting of Hecto Meter Stone stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of Hecto Meter Stone Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work.
Providing and laying of Hecto Meter Stone of standard design as per IRC-8 fixing in position including painting of Hecto Meter Stone stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of Hecto Meter Stone Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work.
Providing and fixing of informatory sign board of MS Plates of 1.6mm thick size 1200 x 900 duly welded on angle iron frame 45x45x5 with cross legged flat iron of 35x6mm duly welded for gross support of vertical angle iron post of 3 meter height. Lower end of vertical support will be welded to 2 No 75x75mm of 12 SWG sheet duly embedded in cement concrete in M-15 grade blocks of 450x450x600mm, 600 below ground level. All MS will be stove enameled on both sides, Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and plates will be painted with primer and two coats of epoxy paint as er drawing clause-1701 and Annexure 1700.1
M/s Chopra Traders (BID ID -4849732)
tech_bid_open.pdf
tech_eval.pdf
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boq_comp_chart.xlsx
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