Public Works Department Tender
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Costs
EMD
₹ 1,01,220Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2025_CEPWD_442439_2Tender No
NIT 13/2024-25 PWD DN. MALPURATender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 By mechanical Means. B. In area of thorny jungle
20
11653
233060
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Restoration of rain cuts with soil, Morrum, gravel or a mixture of these including all leads and lifts and cost of arrangement of land, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammer to restore the original alignment levels & slopes complete as per MoRTH specification Clause 3002
2000
125
250000
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Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil with all leads & lifts and compacting it with plate compactor complete as per MoRTH specification Clause 3003.
3000
20
60000
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Marking Centre Line stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160° C with a special applicator machine complete with labour, material and traffic diversion arrangements.with thickness not less than 2.5mm
150
580
87000
... More
Painting with superior quality road marking paint conforming to IS 164-1951 of approved quality to even shade as per IRC standard including traffic diversion arrangement of: Center line (only painted surface to Be measured)
700
58
40600
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Mandatory/ Regulatory retro reflective sign boards 60 cm Dia
made out of 2.0 mm thick aluminum sheet riveted on a frame of
40X40X3mm angle Iron, face to be fully covered by white/ blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed back ground with epoxy paint, confirming to MoRTH specifications. (1995) CI. 801 with angle iron post 65x65x6 mm 3 M.long. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom
20
7650
153000
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Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905. 1000 mm dia
7
4800
33600
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Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905. 600 mm dia
7
2500
17500
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Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905. 300 mm dia
10
900
9000
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Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth up to 3m
2000
112
224000
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Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with all lead & lift For Grading I Material
700
890
623000
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Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per table 400-10 and 400-11) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with lead & lift
200
1500
300000
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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. P.C.C.M-15 grade
25
3918
97950
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Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305]. In Ordinary soil.Mechanically by power shovel, including mechanical loading and
carriage up to 50m.
1500
61
91500
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Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305]. In Hard soil.When excavation and loading is done mechanically using Bull Dozer, Front-end loader and carriage is done up to 1 Km. by tipper/dumper (6T capacity).
500
66
33000
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 as per MoRTH specification Clause No. 305.
1500
130
195000
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with ALL lead As per MoRTH specification Clause No. 305. (CBR not less than 8) such as Sandy, Bhuda, Balu etc.non plastic soil
1000
228
228000
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Laying and spreading available soil in the sub grade on a prepared surface, pulverizing (table 400-3), mixing the spreaded soil in place with rotavator with 3% slacked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the vibratory roller 8-10 tonne at OMC to the desired density to form a layer of improved sub grade complete as per MoRTH specification Cl. 402. By Mechanical Means
250
366
91500
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Painting with superior grade enamel paint of approved quality to give an even shade including writing littering figuring etc.
complete as per IRC standards of:-
-
-
-
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5th Km. stone
30
217
6510
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Km. Stone for ODR & MDR
100
137
13700
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200 M stone & Boundary stone
100
50
5000
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Parapets, Kerbs, railings, guide stones, guard stones, tree
guards & posts etc.
70
60
4200
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Sign Boards. Traffic Signs (Steel)
50
129
6450
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Plaster on new surface with cement mortar (1:3) including racking of joint etc. complete fine finished 20mm thick
70
127
8890
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Clearing grass and removal of rubbish maximum 150mm up to a distance of 100 Meter outside the periphery of the area by manual means. Note : where only grass is met with , the area clear shall be measured & paid for under this item (MoRTH clause 201 )
2
6939
13878
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Construction of un-reinforced, 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 paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane (125 micron), sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound including vaccume dewatering process, finishing to lines and grades as per drawing CC design mix grade M30
200
6250
1250000
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 Specifications Clause 507 complete in all respects Grading II (13.20 mm nominal size) - Bitumen Minimum @ 5.40 % of mix & thickness 30 - 40 mm with all lead and lift of Mix Material VG 30
60
7504
450240
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