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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-Finance | ₹9.2 L | L1 | Accepted-Finance The bidder is L1 |
| 2 | L2₹9.2 L+₹980.71 (0.11%)Rejected-Finance | ₹9.2 L+₹980.71 (0.11%) | L2 | Rejected-Finance The bidder is L2 |
| 3 | L3₹9.2 L+₹1,775.71 (0.19%)Rejected-Finance | ₹9.2 L+₹1,775.71 (0.19%) | L3 | Rejected-Finance The bidder is L3 |
| 4 | Rejected-Technical 218 2ND FLOOR U S COMPLEX 120 MATHURA ROAD NEW DELHI 110076 | SOUTH | DELHI | 110076 | - | - | Rejected-Technical As per the recommendation of works committee the bidder is technically disqualified. |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per the recommendation of works committee the bidder is technically disqualified. |
Tender Value
Refer Docs
EMD Value
₹19,000
Closing Date
9 Jan 2025, 1:00 pmClosed
Director ICAR RCER Patna
ICAR Parisar ICAR-RCER P.O. Bihar Veterinary College, Patna- 800014
Construction of Two Wheeler/Scooter/motorcycle Parking shed at ICAR-RCER, Patna.
2024_DARE_841360_1
IRCER/P and S-21(xv)/24-25/ Works/C-349262/SS
Open Tender
Civil Works - Others
Works
30 days
ICAR RCER
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,000
Yes
ICAR Unit ICAR -RCER Patna
₹19,000
Yes
7 Mar 2025
25 Dec 2024
10 Jan 2025
25 Dec 2024
9 Jan 2025
25 Dec 2024
Amount
Sub Heading 1
Surface dressing of ground include removeble of Vegetation and inequalities not exceeding 15cm depth and disposal of rubbish, lead upto 50m and lift upto1.5m.Total Area = 12’x100’10”=1209.96=~ 112.45sqm
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock. Total = (10”x10”x2’)x12+ (10”x10”x2’)x2+no.s=19.29cft=~.55cum
Providing and laying in position specified grade of reinforced concrete, excluding the cost of centring,shuttering, finishing,and reinforcement –al l work upto plinth level 1:2:4 (1 cement: 2 coarse sand(zone-III)derived from natural source :4 graded stone aggregate 20mm nominal size derived from natural source) Band =1.18cum Tie beam=1.56 cum Column=1.07 Total=3.81cum
Providing and laying in position specified grade of cement concrete, excluding the cost of centring,shuttering, finishing,and reinforcement –al l work upto plinth level 1:2:4 (1 cement: 2 coarse sand(zone-III)derived from natural source :4 graded stone aggregate 20mm nominal size derived from natural source)(10”x10”x2’)x12+ (10”x10”x2’)x2+no.s=19.29cft=~.55cum
Reinforcement( TMT C-500) for RCC works including straitening,cutting, bending,binding,placing in position 3.81m³+10% extra cutting lapping=~560kg-=560kg
Brick work with common burnt clay F.P.S modular brick of class designation 7.5 in foundation and plinth in:Cement mortar 1:4(1 cement : 4 sand =100’10”x4’6x0.83=376.60cft=~10.66cum
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Total=4’6”x4’8”x100’10”=2114.41cft=~59.86cum
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. Totalarea=(100’10”x11’2”)+(5’x7’)=1160.26sft=~ 107.83sqm
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate. Totalarea=(100’10”x11’2”)+(5’x7’)+100’10”x1.25=1286.30sft=~119.54sqm
Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. Total=100’10”x10’=1008.3sft+50+ 150 = 1208sft=~112.26sqm
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes Totalweight=((24.62m+21.88m+14.14+7.75)x5.10kg/m)+((12.22+5.93+3.94m+3.2)x2.44kg/m=410.51kg+61,5=472kg
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Total=1010.82sft+58.98sft=~99.42sqm
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm). Total length=102’6”+5’=~32.68m
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specificationsPainting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture Total area=18.23sqm
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution Total area=(99.42x2)=198.84sqm
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. For supporting retating wall. Total=(1/2x3’x3’)x100’10”=453.74sft=12.85cum
Goods and Service Tax @ 18%
SUBODH KUMAR (BID ID -3148825)
Bharat Ratan Pandey (BID ID -3149605)
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