Basti Development Authority Tender
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Basti Development Authority - BDA Tender
Electrical and Electronics
Eprocure
Opening Date9 Apr 2021
Closing Date5 May 2021
Tender AmountRefer Documents
Costs
EMD
₹ 5,16,050Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_BASDA_581088_1Bid Award Id
ViewTender No
BDA_ENG_121_2021_22Tender Authority
Basti Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent 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. 509 complete in all respects
46.76
-
12572.7
Providing and applying primer coat with VG 10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.
1168.98
-
29.11
Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom. As per MORT&H specification No. 503 (Granular Surface) a.3.0-4.0 kg per 10 sqm on primed surface and on dry,hungry bituminous surface b.3.0 to 4.0 kg per 10 sqm on normal bituminous surface
2337.97
-
15
Providing and laying seal coat over prepared surface of road with
bitumen heated in bitumen boiler fitted with the spray set spraying
using 98 kg of bitumen of grade VG - 10 and blinding surface with
0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm
sieve and retained on 2.36 mm sieve) per 100 sqm of road surface,
including rolling and finishing with power road roller all complete.
1168.98
-
70.5
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
165.98
-
4010.65
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. (Reference of MORT&H 406)
265.56
-
4178.7
Providing and applying primer coat with VG 10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (Reference of MORT&H 502)
1327.81
-
29.11
Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom. As per MORT&H specification No. 503 (Granular Surface)
1327.81
-
15
Providing and laying dense graded bituminous macadam 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 @ 4.0 to 4.5 per cent by weight of total 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. 507 complete in all respects.
66.39
-
11447.21
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent 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. 509 complete in all respects
53.11
-
12572.7
Providing and applying 2.5 mm thick road marking strips(retro- reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic themoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced poperator on road surface including cost of material, labour T&P cleaning the road surface of all dirt, seals, oils grease and foreign material etc complete as per direction of E/I and accordance with applicable specifications (DSR 16.62/14) (Reference of MORT&H 803)
69.18
-
475
Providing and applying 2.5 mm thick road marking strips for pedestrian crossing(retro- reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic themoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced poperator on road surface including cost of material, labour T&P cleaning the road surface of all dirt, seals, oils grease and foreign material etc complete as per direction of E/I and accordance with applicable specifications (DSR 16.62/14) (Reference of MORT&H 803)
60.69
-
475
Providing and laying seal coat over prepared surface of road with
bitumen heated in bitumen boiler fitted with the spray set spraying
using 98 kg of bitumen of grade VG - 10 and blinding surface with
0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm
sieve and retained on 2.36 mm sieve) per 100 sqm of road surface,
including rolling and finishing with power road roller all complete.
1327.81
-
70.5
Brick work (Class A) in 1:4 cement and sand mortar of finess modulus1.25 including tools and labour cost with P.C.C base (1:4:8) complete in all respect
31.86
-
4650
20 mm cement plaster of mix :
13.6.1- 1:4 (1 cement: 4 coarse sand)
318.56
-
165
Filling fresh garden soil/silt & manure in area in 3:1 proportion to a height of 30cms. Mixing garden soil and manure thoroughly, well, leveling, watering on previous night. Planting required variety of lawn grass as directedand maintaining till well established by watering, weeding/clipping, rolling, etc. complete. (R.A No. 1)
46.22
-
450
Providing and laying of compacted bed of local sand of nominal size in required thickness including spreading, consolidating as per direction of Engineer-in-charge.
224.16
-
4010.65
Providing and laying of compacted bed of stone aggregate nominal size in required thickness including spreading, well ramming, consolidating as per technical specification clause 405 for footpath
35.87
-
750
Providing and laying factory made chamfered edge cement concrete paver block in foothpath of required strength,thickness and size/shape, made by table vibratory method using PU mould laid in required colour & pattern as per direction of Engineer-in-charge.
1793.31
-
850
Providing and laying factory made kerbs (K.C Drain) with P.C.C base (1:4:8) complete in all respect
358.45
-
2000
Brick work (Class A) in 1:4 cement and sand mortar of finess modulus1.25 in drain work including tools and labour cost with P.C.C base (1:4:8) complete in all respect.
25.96
-
4650
12mm thick plaster with cement mortar in proportion of 1:2 cement sand mortar with FM 1.25
752.58
-
165
R.C.C Drain Cover 1
58.74
-
2000
Earthfill of the existing drain towards BDA Road
69.42
-
118.5
Providing and laying of compacted bed of stone aggregate nominal size in required thickness including spreading, well ramming, consolidating for parking as per direction of Engineer-in-charge.
41.15
-
4010.5
Providing and laying of compacted bed of local Providing and laying of compacted bed of local sand of nominal size in required thickness including spreading, consolidating for parking as per direction of Engineer-in-charge.
5.49
-
750
Providing and laying factory made chamfered edge cement concrete paver block in foothpath of required strength,thickness and size/shape, made by table vibratory method using PU mould laid in required colour & pattern for parking as per direction of Engineer-in-charge.
274.31
-
850
R.C.C(M20) work for culvert slab with cement approved course sand and 20 mm gauge approved gauge stone glit including binding and fixing of reinforcement in position costing .
6.08
-
8790
R.C.C Drain Cover
6.11
-
2000
Supplying, fitting and placing H.Y.S.D/Tor bars including bending,binding as per technical specification for culvert slab (2% of concrete volume)
1
-
5400
1Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 5 mm (height from crown level of the road and bottom of the sign board shall not be less than 1.5 m.) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing including painting of vertical post as per specification.
3
-
10500
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