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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.1 CrAccepted-AOC NTPC LIMITED EPROCUREMENT PORTAL | ₹1.1 Cr | L-1 | Accepted-AOC As per tender committee recommendation and approval of competent authority |
| 2 | L-2₹1.3 Cr+₹16.7 L (14.9%)Rejected-Finance | ₹1.3 Cr+₹16.7 L (14.9%) | L-2 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 3 | L-3₹1.4 Cr+₹32.1 L (28.6%)Rejected-Finance H NO 73 OLD A G CO OPERATIVE SOCIETY RANCHI JHARKHAND 834002 | RANCHI | RANCHI | JHARKHAND | 834002 | ₹1.4 Cr+₹32.1 L (28.6%) | L-3 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 4 | L-4₹1.5 Cr+₹35.0 L (31.2%)Rejected-Finance | ₹1.5 Cr+₹35.0 L (31.2%) | L-4 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 5 | L-5₹1.5 Cr+₹35.5 L (31.6%)Rejected-Finance AT PO GARILONG TANDWA DIST CHATRA JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | ₹1.5 Cr+₹35.5 L (31.6%) | L-5 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
Tender Value
₹1.3 Cr
EMD Value
₹1.7 L
Closing Date
2 Feb 2023, 10:00 amClosed
Staff Officer (Civil), M-S Area
Office of the General Manager, Magadh-Sanghmitra Area, Bachra, Dist Chatra, Jharkhand 829201
Repairing of Upkapani-Pardhai village road from Pardhai to Saradhu-Tandwa road of Magadh OCP under Magadh Sanghmitra Area
2023_CCL_267871_1
GMMS/SOC/tender/22-23/55/520
Open Tender
Civil Works - Roads
Item Rate
45 days
Magadh OCP, Magadh-Sanghmitra Area
As per NIT
5 documents required · 5 mandatory
₹1.7 L
17 Mar 2023
17 Jan 2023
3 Feb 2023
18 Jan 2023
2 Feb 2023
18 Jan 2023
18 Jan 2023 - 27 Jan 2023
Amount
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) Including Royalty @ Rs. 24.00 per cum but excluding the cost of watering, rolling & compaction.
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate 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.) With Vibratory Roller
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % 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. 508 complete in all respects) for Grading I ( 13 mm nominal size )
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
Road Markers/Road Stud with plastic body of RPM/ASA/HIPS as per clause 804.2.1 of MORTH, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm circular
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 mm x 60 mm rectangular
Total impact of GST for the purpose of CTC
SHREE RAM CONSTRUCTION
BHARDWAJ TECHNOINFRA PRIVATE LIMITED
M/S PUJA ENTERPRISES
M/S SANJEEV PRASAD
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