Police Department Tender
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Costs
EMD
₹ 16,95,000Document Cost
₹ 5,900Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2025_RPHCC_442615_1Tender No
NIT No.19 of 2024-25MD, RPIDCL, JaipurTender Authority
Police Department ViewPurchaser Address
-Website
http://https://police.rajasthan.gov.in/
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Documents
Additional Performance Security Order10257-GazatNotification
Post Qualification Bid
BOQ Items
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Construction of Embankment with Material Deposited from Roadway Cutting(Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structues graded and compacted to meet requirement of table 300-2)
39534.85
70
2767439.5
... More
Construction of Subgrade and Earthen Shoulders(Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site,spreading,grading to required slope and compacted to meet requirement of table No. 300-2)
1965.96
156
306689.76
... More
Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base) :--By Mixing Plant :- For 45 mm maximum size
3306.49
729
2410431.21
... More
Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)Case-II :Compacting original ground supporting embankment
10764.9
26
279887.4
... More
Granular Sub-Base with Coarse Graded Material(Table:-400-2)(Construction of granular subbase by provid ing coarse graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mixin place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density, complete as per clause 401).(ii)for grading- III Material
1843.09
231
425753.79
... More
Wet Mix Macadam (Providing,laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical miplant carriage of mixed Material by tipper to site,layingin uniform layers with paver/Motorgrader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)As per clause 406.
3306.49
1034
3418910.66
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Providing and laying at or near ground level factory made kerbstone of M-25 grade cement in position to the requiredline,level and curvature jointed with cement mortar1:3(1cement:3 coarse sand)including making joints with without grooves(thickness of joints exceptat sharp curvesh all not to more than 5mm) including making drainage opening whereve rrequired complete including painting etc.as per direction of Engineer-in-charge (length off inished kerbedging shall be measured for payment).(Precast C.C.kerb stone shall be approved by Engineerin- charge).
920.32
5244
4826158.08
... More
Providing and fixing of precast concrete interlocking blocks of M 30 grade manufactured from fully computerised automatic stationer hydraulic vibro pressed machine and fully computerised automatic batching plant of class A1 / A2 as per BS 6717: 2001 with rubber mould technology including painting with lacker polishing. The CC interlocking paving Blocks be laid on average 50 mm thick bed of coarse sand and the joint on is to be filled with fine sand. laying procedure on compacted subbase as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead and lift and taxes. P & F –do--60mm thick (M-30 Grade) –do--
2345
400
938000
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SUB-HEAD -II-RETAINING WALL
-
-
-
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Excavation for Structures(Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out ,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)Ordinary Rock Mechanical Means (Depth upto 3 m)
3238.5
57
184594.5
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PCC 1:3:6 in Foundation (Plaincement concrete1:3:6 nominal mix in foundation with crushed stoneaggregate 40mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.)
457.2
3599
1645462.8
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Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications .Random Rubble Masonry cement mortar 1:4
3627.12
3530
12803733.6
... More
Providing and laying Pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications .Stone/Boulder
2798.18
1202
3363412.36
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Providing and laying cement concrete including curing compaction etc. complete in retaining walls, return, walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses string or lacing courses, parapets coping bed blocks anchor blocks plain windows sills, fillets etc. up to floor three level excluding the cost of centering and shuttering. :-M20 grade Nominal Mix (with graded stone aggregate 20mm nominal size)
76.2
4301
327736.2
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P & F precast dense cement concrete (Vibro-pressed) drain section Block of different size as per approved drawing and design and strength as per IS code 2185 part I of grade 'D' (5.00mm2) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section Blocks of 'L' shape 'U' shape etc. as per approved design and drawing complete with fixing and joining in C.M.1:4 in proper grade and level complete in all respect including earth work and disposal of surplus earth within 0.5 Km. lead. (cost of Steel/ welded mesh etc. shall be paid extra). Up to 80mm thick
2592.36
681
1765397.16
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- Do -up to 60mm thick
8040
546
4389840
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Boulder apron laid in wire crates(Providing and laying of boulder apron laid in wirecrates made with 4mmdia GIwire conforming to IS:280 & IS:4826 in 100mmx100mm mesh(weaved diagonally) including10% extra for laps and joints laid with stone boulders weighing not less than 40 kg Each.)
210
2355
494550
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Centering and shuttering with plywood or steel sheets includingstrutting,propping bracing bothways and removal of formworks for foundation in basements rafts,footings,straps beams,bases of columns etc. upto plinth level.
75.24
157
11812.68
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Centering & shuttering with ply wood or steel sheets including shuttering , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.
720
310
223200
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.PCC Grade M20.Height upto 5m
172.8
4384
757555.2
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Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level
31104
76
2363904
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Providing weep holes in Brickmasonry/Plain/ Reinforced concrete abutment,wingwall /return wall with 100mm dia ACpipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce.Complete as per drawing and Technical specifications
5846
116
678136
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Granular material
1183.82
603
713843.46
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Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared subgrade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
3363.25
2239
7530316.75
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Cement Concrete Pavement (Construction of unreinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
cum 4704.00
5714.33
4704
26880208.32
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