Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Eprocure
Opening Date29 Oct 2024
Closing Date8 Nov 2024
Tender Amount₹ 3,85,60,730
Costs
EMD
₹ 9,10,034Document Cost
₹ 8,319Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SIDC_969969_1Bid Award Id
ViewTender No
CD_II_106_Dt_29082024Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
Supply & Stacking of crushed stone dust for consolidation of stone ballast as screening material including octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
287.25
3293
946172.78
Consolidation of 45-90 mm gauge hard stone ballast for 10cm (loose) thick inter coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water also including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge.
491.55
185
90936.75
Consolidation of 45-63 mm gauge hard stone ballast for 10cm (loose) thick inter coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water also including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge.
636.2
185
117697
Consolidation of 45-63 mm gauge hard stone ballast for 10cm (loose) thick inter coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water also including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge.
308.5
185
57072.5
Water allowance to be allowed between 15 November to 31st May required for proper completion of the work as per direction of Engineer-in-Charge.
1436.25
25
35906.25
Providing and applying primer coat with VG-10 bitumen on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. As per morth SI no 502
3085
39
120315
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to wark 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 MORT&H specification clause No. 505 complete in all respects.
154.25
11937
1841282.25
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading. gremied with bituminous binder @ 5.4 percent 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 with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complee in all respects. Unit = Cum/Sqm including tack coat using bitumin @ .20kg per Sqm.
3085
338
1044056.55
Preparation and consoridation of sub grade with power road roller of 8 to 12 tonne capacity after excavatel earth to an average of 22.50cm depth dressing to comberr and consolidating with road roller including making good the undulations etc. and rerolling the sub grade and disposed of surplus earth with lead to 50 mtr.
8337
89
746911.83
Providing and fixing Glow studs of size 100x200mm made of heavy duty body shall be moulded ASA (Acrylic styrene acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded microprismatic lens with abrasion resistant coating as approved by engineer in charge the glow stud shall support a load of 13635kg rested in accordance with ASTM D4280. Tslope of ratro-reflective surface shall be 35 (+/05) degress to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specificatio and shall be tested as described in ASTM 1:809 as recommended in BS: 873 part 4:1973. The studs shall be fixed to the road surface using the adhesive conforming to IS as per procedure recommended by the munufacturer complete and as per direction of of Engineer-in-charge.
320
120
38400
Providing and laying of hot applied thermoplastic compound 2.5 mm thiick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exelusive of surfaee applied glass beads as per IRC:35 The finished Surfaee to be level uniform and free from streaks and holes. Rates are inclusibe of a.l taxes. rovally etc. all T&P/machine material and labour required for proper completion of work.
192
618
118656
Cartage of ballast kankar coal gri: or sand including loading & unloading but excluding stacking on pakka roads (cartage for 5 km) the earth from cutting to be used in making embankment or to be deposited as spoil banks with-in-30m distance as directed by the engineer incharge excluding royality wherever applicable for small work or abadi area (where cachine can not reach/move)
4306.49
183
790240.92
Briek edging on the side of the road of first class bricks 7dm, Wide 11cm deep. Laid with mud mortar including labour & supply of bricks finished to the requred template and in proper alignment and also ineluding dressing and rammimng the execavated earth as direeted by the Engineer-in-charge.
0.64
90000
57600
Excavation in foundation in ordinary soil mixed with moorum Single kankar requiring the use of special tools and plant such as pickaxes sabbals etc. including lift up to 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches (Where machine can not reach/move)
291.28
115
33497.2
Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5meter and lead upto 30m. including filling, watering and ramming of excavated earth into the trenches or into the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M. (100fts) from the foundation trenches.
5150.56
110
566561.6
Same as above item No. 10 but for 1 extra lead & lift.
25.27
30
758.1
Concrete with 4cm gauge stone ballast, coarse sand & cement in poroportion of 8:4:1 (8 graded stone aggregate: 4 coarse sand : 1cement : ) including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
301.41
6100
1838601
R.C.C. work with cement, approved coarse sand & 2cm gauge approved stone grit in proportion of 1:1.5:3 in slabs and Raft foundation and wall excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
963.55
9310
8970650.5
M.S. (tor Steel or plain) in Plain work such as R.C.C. work including beding for proper shape as necessary including bending for proper complition of the work and including supply of all material and wastage, bend hooks, and authorised overlapping shall be measured labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
Work Including cost of binding wire
111253.34
86
9663465.11
M-150 Brick work in 1:3 one cement : 3 coarse sand mortar in foundation & plinth including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
158.05
5170
817118.5
Concrete with 2cm gauge stone grit , coarse and cement in proportion of 4:2:1 including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
144.99
7050
1022179.5
M.S. or iron work of small sizes and section such as holding down bolts hold fast tie rods grating etc. wrought to required from including supply of steel bolts muts wastage etc. and their fixing required for proper completion of the work. as per direction of Engineer-in-charge.
8457
85
718845
Struck pointing with cement mortar consisting of 1 part cement and 2 part of fine sand of 1.25 fineness modulus including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
33.47
185
6191.95
Flush pointing with cement mortar consisting of 1 part cement and 2 part of fine sand of 1.25 fineness modulus including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
112
150
16800
Finishing wall with water proof cement paint of approved make on new work with three coats to give an even shade including supply of all materials, labour, and T&P etc. required for proper completion of the work.
33.47
70
2342.9
Painting roofs or other iron work in large areas with one coat priming and two coat of approved (above one sq. meter) paint (British antesol or equivalent) including supply of all materials labour tools & plants etc. required for proper completion of the work paint to be used shuld confirm the ISI No 103-109 as per direction of Engineer-in-charge.
978.9
100
97890
Providing wall putty on new surface with approved quality material of Berger/ JK Birla of similar make 2 coats.
335.5
90
30195
Taking out existing C.C. Inter locking paver blocks from footpath/central verge including removal of rubish etc. disposal of unserviceable material to the dumping ground for which payment shall be made separately and staking of serviceable material with in 50 mtr. lead as per direction of engineer in charge.
2099
54
114311.54
Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature colour and pattern over and including 50mm thick compacted bed of coarse sand filling the joints with fine sand etc. all complete as per the direction of engineer in charge.
1049.5
358
376214.27
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. 80mm thick
4010.5
1010
4051206.58
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