Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Nov 2023
Closing Date14 Dec 2023
Tender Amount₹ 1,15,97,780
Costs
EMD
₹ 2,73,708Document Cost
₹ 4,565Tender Fee
Refer Documents
Summary
Upgradation Of Roads In Sector D-1 (part-1) At I.a. Trans Delhi Signature City, Ghaziabad.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_SIDC_864807_1Bid Award Id
ViewTender No
CD-3_289_Dt_02112023Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
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Cement Concrete with 2 cm gauge approved stone ballast coarse sand & cement in the proportion of 1:2:4 including supply of all materials labour tools & plants etc reguired for proper complection of the work.
53.59
377809
7050
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Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work.
181.55
780665
4300
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Painting of roofs or other iron work in large areas with one coat priming and two coat of approved (above one Sq. Metre) 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 should confirm the item no 644-645
415.8
41580
100
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Supply & laying of 100mm thick Precast cement concerete I-Shape Interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement, smooth high gloss finish, skid resistant, manufactured from rubber moulds through vibro- compression mechanism. The compressive strength of concrete paver block shall not be less than 50Mpa and weight 5 kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand. including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge.
Rate as per SOR-2022 New Item N0-15
4158
3908520
940
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Supply and stacking of 22.40-53mm gauge hard stone ballast from approved quarry for Top coat including cartage royalty octroi, sales tax & all other taxes what so ever applicable under rules and requires tamplate after screening at road side including dressing of side bermd as required where metal is to be staked as per direction Engineer in charge.
415.8
973803
2342
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more
than 5mm), including making drainage opening wherever required complete etc.as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin-charge).
Rate as per UPPWD SOR-2022/16.69 CD-III(278)
83.16
582900
7009.38
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Laying & supplying of 80mm precast cement concrete I -shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200x(160+120mm) O.P. Cement , smoot high gloss finish, skid resistant manufactured from rubber moulds through vibro- compression mechanism . The compressive strength of concrete paver block shall not be less than 30Mpa (m-30) and weight 5kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T&Petc required for proper completion of the work as directed by Egneer-in charge. But excluding UP TT which shall be paid extra as rules. as per item no 9 CD-III (40)
1329.2
984937
741
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Water allowance on item given beiow for Consolidation between 15th November to 31st may. CD-I(46) at-23/12/2023
1247.4
31185
25
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12 mm thick Plaster with Cement and Coarse sand of 1.25 fineness modules in 1:6 over brick work minimum thickness not to be lessthen 1 Cm including supply of all materials, labour, tools & Plants etc required for proper completion of the work.
Rate as per UPPWD SOR-2022/582 S.N0-13.14 (New Item).
554.4
99792
180
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Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches. Excluding GST
Rate as per SOR-2022 S.N0-4.01 Item N0-251(a).
129.36
14229
110
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Supply &Stacking of screening material approved quality of consolidation of stone ballast including all material labor T &P etc. required for proper completion of the work.
249.48
647400
2595
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Supply and stacking of 40-63mm gauge hard stone ballast from approved quarry for Top coat including cartage royalty octroi, sales tax & all other taxes what so ever applicable under rules and requires tamplate after screening at road side including dressing of side bermd as required where metal is to be staked as per direction Engineer in charge.1st
415.8
949687
2284
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Earth work iin Cutting or in embankement in ordainary soil excavation to be in the from of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required lavels and diopes and also including 1.50 M lift and 30 M. lead the earth from cutting to be used in macking embankement or to be deposited as spoil banks with-in 30 M distance as directed by the Engineer incharge excluding Royality etc. SOR-253(a)
797.52
79752
100
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