Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Jan 2025
Closing Date29 Jan 2025
Tender Amount₹ 4,41,18,000
Costs
EMD
₹ 8,82,360Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2025_CEPWD_443956_2Tender No
E-NIT No. 11/2024-25 ACE PWD Zone TonkTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
1050
811
851550
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Earth, Sand, Lime, Morrum manure or sludge with lead upto 5 KM
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
765
125
95625
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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 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.)
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a) ckiwuxj o`Unkou fogkj] [ksjnk dh {kfrxzzLr lMd dh ejEer ,oa QqVikFk fuekZ.k dk;Z
2539.8
1191
3024901.8
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
700
1191
833700
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Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade 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.)
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a) ckiwuxj o`Unkou fogkj] [ksjnk dh {kfrxzzLr lMd dh ejEer ,oa QqVikFk fuekZ.k dk;Z
1693.2
2123
3594663.6
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
700
2123
1486100
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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
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a) ckiwuxj o`Unkou fogkj] [ksjnk dh {kfrxzzLr lMd dh ejEer ,oa QqVikFk fuekZ.k dk;Z
3386.4
5739
19434549.6
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
1400
5739
8034600
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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper 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 6 mm 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)
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a) ckiwuxj o`Unkou fogkj] [ksjnk dh {kfrxzzLr lMd dh ejEer ,oa QqVikFk fuekZ.k dk;Z
10.8
8517
91983.6
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
1.08
8517
9198.36
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Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
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a) ckiwuxj o`Unkou fogkj] [ksjnk dh {kfrxzzLr lMd dh ejEer ,oa QqVikFk fuekZ.k dk;Z
10
10903
109030
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
2
10903
21806
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Supplying & fixing 560mm dia opening SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer.
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a) ckiwuxj o`Unkou fogkj] [ksjnk dh {kfrxzzLr lMd dh ejEer ,oa QqVikFk fuekZ.k dk;Z
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HD -20
74
2675
197950
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EHD-35
58
2990
173420
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
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HD -20
18
2675
48150
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EHD-35
12
2990
35880
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 300mm dia
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a) ckiwuxj o`Unkou fogkj] [ksjnk dh {kfrxzzLr lMd dh ejEer ,oa QqVikFk fuekZ.k dk;Z
277.5
1860
516150
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Construction of Open Surface Drain with 112mm thick brick masonry in CM 1:4,110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 250mm drain,300mm Av. depth
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a) ckiwuxj o`Unkou fogkj] [ksjnk dh {kfrxzzLr lMd dh ejEer ,oa QqVikFk fuekZ.k dk;Z
2800
380
1064000
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(Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
180
3603
648540
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Precast interlocking paving blocks Providing and fixing of Precast concrete interlocking blocks of 60mm thick manufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class as per IS: 15658-2006. The C.C. interlocking paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable material with all leads & lifts and stacking of serviceable material complete job is to be executed as per the instructions of Engineer-in-charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks:
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a) M 30 grade concrete 50 mm thick
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
1800
472
849600
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Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) using concrete mixture
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
2000
415
830000
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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
5
771
3855
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Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..)
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b) ekuVkmu fctyh vkfQl ls xkSre vkJe gksrs gq;s eq[; cktkj rd ,oa iksLV vkfQl pkSjkgs ls lCth e.My pkSjkgs ij {kfrxzLr lMd dh ejEer ,oa QqVikFk fuekZ.k ,oa fMokbZMj dk;Z
750
433
324750
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