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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.0 LAccepted-Finance | 1 | Accepted-Finance Being L1 | |
| 2 | 2₹13.8 L+₹81,049 (6.22%)Accepted-Finance | 2 | Accepted-Finance Being L2 | |
| 3 | 3₹15.7 L+₹2.6 L (20.3%)Accepted-Finance | 3 | Accepted-Finance Being L3 | |
| 4 | 4₹16.2 L+₹3.2 L (24.5%)Accepted-Finance | 4 | Accepted-Finance Being L4 | |
| 5 | 5₹16.4 L+₹3.3 L (25.6%)Accepted-Finance | 5 | Accepted-Finance Being L5 |
Tender Value
₹17.4 L
EMD Value
₹34,705
Closing Date
28 Dec 2022, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD-I, APWD, Rangat
AR and MO rural road under SD-III, CD-I, APWD, Rangat. SW - Construction of 2x2 m RCC box culvert i.c wing wall complete near Ram Temple on rural road Police Out Post to Baludera at Baratang.
2022_APWD_8454_1
51/DB/CD-I/RGT/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Baratang
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹34,705
9 Jan 2023
13 Dec 2022
29 Dec 2022
13 Dec 2022
28 Dec 2022
13 Dec 2022
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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)
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
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)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
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.
Suspended floors, roofs, landings, balconies and access platform
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.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
6 mm cement plaster of mix :
1:3 (1 cement : 3 fine sand)
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
Painting runway/taxi track/apron marking with adequate nos of coatsto give uniform finish with road marking paint of superior make asapproved by the Engineer-in-charge, i/c cleaning the surface of aildirt, scales, oil, grease and other foreign material etc. and lining out complete.
New work (Two or more coats)
Providing and fixing PVC pipe for weep hole in walls etc. as per the direction of Engineer-in-chagre.
75 mm dia.
Providing and laying stone boulder as a filter media back side of CC/RCC wall as per direction of Engineer-in-charge.
Abdul Gafoor
SUBHASH CHANDRA MONDAL
RAMU BHOOMI
LAKIH KANTA BALA
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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