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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance | ₹1.3 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹1.3 Cr+₹6.3 L (4.88%)Accepted-Finance | ₹1.3 Cr+₹6.3 L (4.88%) | L2 | Accepted-Finance Accepted |
| 3 | L3₹1.5 Cr+₹18.9 L (14.7%)Accepted-Finance | ₹1.5 Cr+₹18.9 L (14.7%) | L3 | Accepted-Finance Accepted |
| 4 | L4₹1.5 Cr+₹19.7 L (15.3%)Accepted-Finance | ₹1.5 Cr+₹19.7 L (15.3%) | L4 | Accepted-Finance Accepted |
| 5 | L5₹1.5 Cr+₹21.0 L (16.3%)Accepted-Finance 2ND FLOOR 9 EZRA STREET KOLKATA WEST BENGAL 700001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | ₹1.5 Cr+₹21.0 L (16.3%) | L5 | Accepted-Finance Accepted |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
22 Mar 2023, 3:00 pmClosed
Executive Engineer, RCD,APWD, Wimberly Gunj
Executive Engineer, RCD,APWD, Wimberly Gunj
Repair and improvement of Rural Road from Manpur village SH Ch. 3.70 Km to Lambakhari, Templemyo under APWD, RCD, Wimberlygunj
2023_APWD_9546_1
NIT No. 37/NIT/SE/CC-I/22-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Wimberly Gunj
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹3.6 L
SE, CC-I
5 Apr 2023
28 Feb 2023
24 Mar 2023
1 Mar 2023
22 Mar 2023
12 Mar 2023
10 Mar 2023
Amount
Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
On bituminous surface @ 0.50 Kg / sqm
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
With paving Asphalt grade VG - 30 with no solvent
Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :
For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10sqm.
Providing and laying seal coat of premixed fine aggregate ( passing2.36 mm and retained on 180 micron sieve) with bitumen using 128kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
All kinds of soil
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
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
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m.
All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and fixing PVC pipe for weep holes.
50 mm dia PVC pipe
Collection and filling of stone boulder as filter media
ABDUL GAFOOR
MRL BUILDERS PRIVATE LIMITED
RAGASUMUM CONSTRUCTORS
Surendra Infrastructure Pvt. Ltd.
CSE CONSTRUCTION (INDIA) PRIVATE LIMITED
O P KANDOI AND COMPANY PVT LTD
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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