Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date15 Mar 2024
Closing Date26 Mar 2024
Tender Amount₹ 14,36,00,697
Costs
EMD
₹ 33,88,976Document Cost
₹ 8,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SIDC_917756_1Bid Award Id
ViewTender No
CD-VII (433) dt. 08.02.2024Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
Earth work in embankment with caretd earth from an averege distance of 5.0 km distance from site of work digging at source & loading in to trucks and unloading at site spreading in 20.0cm layer level with cartage of earth Royelty of earth all labour T&P required for prpper complition of work and as per direction by engineer in charge.
40126.84
11656847
290.5
Mechanical compaction of earth in filling to achive 95%procter density of earth, the compaction shall be done preferebly with the help of roller 10 ton static weight and subssequent shall be tested acepeted by Engineer in charge.
32536.81
878493
27
Construction of granular sub-base by providing coarse graded Material,( Grading - I ) 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
6922.18
32217487
4654.24
Providing, laying, spreading and compacting graded stone aggregate (Table 400-13) 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 of minimum static weight of 80 to 100kN to achieve the desired density, complete as per Clause 406
5768.48
28136164
4877.57
Providing and applying primer coat with bitumen emulsion (VG-10) on prepared surface of Wet Mix Macdam Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm(Table 500-3) using mechanical means, complete as per Clause 502
23073.93
965643
41.85
Providing and laying 70mm bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes lper hour using crushed aggregates of Grading - 2 (19mm, Table 500-7), premixed with bituminous binder( VG-30 ) @ 3.40 percent 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, vibratiory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 504
1615.18
16887627
10455.57
Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.( As per Clause 503 )
23073.93
288424
12.5
Providing and laying 40mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of Grading-2 ( Table 500-17), premixed with bituminous binder (VG-30) @ 5.4 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. 507 complete in all respects
23073.93
12285714
532.45
Providing and laying of hot applied thermoplastic compound 2.5 mm. thick as per approved colour, layout and design including reflectorising glass beads @ 250 gms per sqm. area, thickness of 2.5 mm is exclusive of surface applied glass beads as per MORT & H specification No. 803. The finished surface to be level, uniform and free from streaks and holes rates to be inclusive of all taxes, royalty, VAT etc. all T & P/ machine material and labour required for proper completion of work.
1468.34
907434
618
Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud ( With Shank ) shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable matenal approved by the Engineer. The Marker shall support a load of 13.635 kg lested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light eniring the lens face. Lenses shall be mouled of methyl methacrylate conforming to and the area of each retro-face shalls than exceed 130 mm. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.
3573.52
1157820
324
Making& Maintening level pillar of average hight1.20M or as directed by Engineer incharge with brick work in 1:6 cement coarse sand mortor plastering with 1:6 cement ,fine sand mortor on road side face & top of pillar also I/C painting to demarcate thickness of each coat of metal including cost of all material labour T.&P. etc complete.
222.56
233688
1050
Dag-belling 15cm (6" ) on one line aligned with flage and jhandies as directed by Engineere- in -charge .
16692
41730
2.5
Brick on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1 cm. 3/8' depth of local sand over the subgrade & including supply of all materials as per direction by engineer in charge.
1702.58
843679
495.53
Providing and laying Cement concrete 1:5:10 (1Cement :5 Coarse sand : 10 stone ballast 40 mm nominal size) and curing complete including cost of for work in foundation and floors.
745.9
3076837
4125
Class-150 brick work in 1:6 cement & Coarse sand motar in foundation & plint including supply of all materials, labour &tools & plant, itc required for proper completion oh the work.
2649.63
13645594
5150
2.5 cm thick 1:2:4 plain cement concrte floor with cement approved coarse sand 2cm graded approved stone laid in panels finished with 3mm flooring coat of neat cement or cement & marble dust in 5:1 as specified over uniform finish including supply of all materils. labour & T&P etc.required for proper completion of the work.
3154
756960
240
Stuck Pointing on brick work with cement motar in 1:2 with consisting of one part cement & two part of fine sand of1.25F.M including supply of all materials labour & T&P etc. Required for proper completion of the work.as per direction by engineer in charge.
4194.4
880824
210
Flush Pointing on brick work with cement motar in 1:2 with consisting of one part cement & two part of fine sand of1.25F.M including supply of all materials labour & T&P etc. Required for proper completion of the work.as per direction by engineer in charge.
6700.32
1407067
210
Providing and laying Cement concrete 1:4:8 (1Cement :4 Coarse sand : 8 stone ballast 40 mm nominal size) and curing complete including cost of for work in foundation and floors.as per direction by engineer in charge.
170.64
742284
4350
Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete to site laying, curing, carriage for all leads; but excluding the cost of centering, shuttering,finishing and reinforcement as per direction of the engineer-in-charge; for the M-20 (1:1.5:3) grades of concrete.as per direction by engineer in charge.as per direction by engineer in charge.
445.5
223476
501.63
Mild steel or iron in plan work shch as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level.
1196.24
8014808
6700
Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete to site laying, curing, carriage for all leads; but excluding the cost of centering, shuttering,finishing and reinforcement as per direction of the engineer-in-charge
316.4
1865399
5895.7
Providing and fixing unplasticised Rigid PVC rain water pipes 110 mm diameter conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes.
2772.6
651561
235
Centering and Shuttering including strutting, proping etc and removal of form work in foundation,footing,base.
73
14118
193.41
Centering and Shuttering including strutting, proping etc and removal of form work in walls, parapet etc.
3386.2
1164141
343.79
Centering and Shuttering including strutting, proping etc and removal of form work slab Sides.
330
138517
419.75
Finishing walls with Premium Acrylic Smooth exterior paint with silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).
1851.4
227722
123
Earth work in embankment with carted earth from an averege distance of 5.0 km distance from site of work digging at source & loading in to trucks and unloading at site spreading in 20.0cm layer level with cartage of earth Royelty of earth all labour T&P required for prpper complition of Earth and as per direction by engineer in charge.
2092.5
607871
290.5
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