Emergency Access Road Construction Of Emergency Access Road At Both End Of Runway 04/22 And Various Approach Road At Tezu Airport

Tender Notice

23641564
Emergency Access Road Construction Of Emergency Access Road At Both End Of Runway 04/22 And Various Approach Road At Tezu Airport
Indian
Arunachal Pradesh
15-02-2020
05-03-2020
16-03-2020

Tender Details

Emergency Access Road Construction Of Emergency Access Road At Both End Of Runway 04 / 22 And Various Approach Road At Tezu Airport

Key Value

Document Fees
INR 1180 /-
EMD
INR 258631.00 /-
Tender Value
INR 1.29 Crore /-

BOQ Items

Name of Work:Construction of emergency access road at both end of Runway 04/22 & various approach road at Tezu Airport
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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.\n2.6.1 All kinds of soil BI01010001010000000000000515BI0100001113 891.95 cum
2 2 Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. BI01010001010000000000000515BI0100001114 658.03 cum
3 3 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. BI01010001010000000000000515BI0100001115 82.06 sqm
4 4 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete. BI01010001010000000000000515BI0100001116 732.88 sqm
5 5 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) : 8 graded stone aggregate 40 mm nominal size) BI01010001010000000000000515BI0100001117 211.13 cum
6 6 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) : 4 graded stone aggregate 20 mm nominal size). BI01010001010000000000000515BI0100001118 565.95 cum
7 7 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including\npumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. BI01010001010000000000000515BI0100001119 724.68 cum
8 8 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20. BI01010001010000000000000515BI0100001120 16463.3 cum
9 9 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) BI01010001010000000000000515BI0100001121 10451.7 cum
10 10 Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. BI01010001010000000000000515BI0100001122 72.38 kg
11 11 Providing and fixing 1mm thick M.S. sheet gate including applying a priming coat of approved steel primer as per direction of Engineer In-Charge BI01010001010000000000000515BI0100001123 238.97 sqm
12 12 Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade 'A' sealing compound. BI01010001010000000000000515BI0100001123 1603.8 per cm\ndepth per cm\nwidth per\nm length
13 13 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. BI01010001010000000000000515BI0100001125 938.4 kg
14 14 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Suspended floors, roofs, landings, balconies and access platform. BI01010001010000000000000515BI0100001126 602.7 sqm
15 15 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. BI01010001010000000000000515BI0100001127 1029 sqm
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