Basti Development Authority Tender
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Basti Development Authority - BDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date2 Jun 2021
Closing Date12 Jun 2021
Tender Amount₹ 1,17,30,405
Costs
EMD
₹ 5,85,100Document Cost
₹ 40,000Tender Fee
Refer Documents
Summary
Geomatrical Improvement Of Subahsh Tiraha, Basti
Description
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Contact
Tender Id
2021_BASDA_580360_2Bid Award Id
ViewTender No
BDA_Eng_122_2021_22Tender Authority
Basti Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
Dismantling of reinforced cement concrete or r/f brick work, railing etc of the existing rotary including stacking of dismantled materials as directed by E/I within a distance of 60 meters
72.35
-
400
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
65.53
-
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. (Reference of MORT&H 502)
1638.16
-
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) 3.0-4.0 kg per 10 sqm on primed surface and on dry,hungry bituminous surface. 3.0 to 4.0 kg per 10 sqm on normal bituminous surface
3276.33
-
15
Providing and laying seal coat over prepared surface of road withbitumen heated in bitumen boiler fitted with the spray set sprayin using 98 kg of bitumen of grade VG - 10 and blinding surface with0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mmsieve and retained on 2.36 mm sieve) per 100 sqm of road surface,including rolling and finishing with power road roller all complete.
1638.16
-
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.
241.09
-
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)
385.75
-
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.
1928.76
-
29
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)3.0-4.0 kg per 10 sqm on primed surface and on dry,hungry bituminous surface. 3.0 to 4.0 kg per 10 sqm on normal bituminous surface
3857.52
-
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.
96.44
-
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
77.15
-
12572
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 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)
48.89
-
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)
64.3
-
475
Providing and laying seal coat over prepared surface of road withbitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mmsieve and retained on 2.36 mm sieve) per 100 sqm of road surface,including rolling and finishing with power road roller all complete.
1928.76
-
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
17.91
-
4650
20 mm cement plaster of mix :
13.6.1- 1:4 (1 cement: 4 coarse sand)
179.14
-
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)
204.97
-
450
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
141.72
-
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 for footpath
28.34
-
750
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.
1417.15
-
850
Providing and laying factory made kerbs (K.C Drain) with P.C.C base (1:4:8) complete in all respect.
226.32
-
3650
R.C.C Drain Cover1
33.63
-
2000
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 with P.C.C base (1:4:8) complete in all respect
6.89
-
8790
R.C.C Drain Cover
1.25
-
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
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.
3.66
-
4010
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.
0.49
-
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.
24.42
-
850
Pedestrian Crossing 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.
6
-
10500
Earth work in excavation by mechanical means (Hydraulic excavator/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm. On plan) including getting out and disposal of excavated earth lead up to 50m and lift up to 1.5m, as directed by Engineer-in-charge. All kind of soil.
95.03
-
118.5
R.C.C. work with cement approved coarse sand and 2 cm gauge approved stone grit in proportion of 1:1.5:3 in RCC foundation and footing excluding supply of reinforcement but including necessary cantering and shuttering etc. and supply of material, labour, T&P, etc. required for proper completion of work
21.77
-
8790
12 mm thick plaster with cement mortar consisting of 1 part cement and 4 part of approved Fine sand of 1.25 of FM mortar including supply of all material, labour and T&P etc. required for proper completion of work
51.83
-
155
Fabrication and supply & fixing of steel Railings as per design including special machinery such as drilling, welding etc.(Length in M)
69.11
-
3200
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)
248.13
-
450
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
132
-
750
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