Public Works Department Tender
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Costs
EMD
₹ 48,78,280Document Cost
₹ 5,000Tender Fee
₹ 2,500
Summary
Widening And Strengthening Of Road Saipipla To Shakkargarh Mdr-41 Km 39/0 To 56/0 Job No. Crif/1137/rj/2024-25
Description
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Contact
Tender Id
2025_CEPWD_445839_2Tender No
NIT-25/2024-25 PWD ZONE AJMERTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
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with lead upto 50 mtr
11044.78
48
530149.44
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with lead 50mtr to 500 mtr
11044.78
85
938806.3
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with lead 500mtr to 1000 mtr
88358.27
93
8217319.11
... More
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202
By Mechanical Means Bituminous courses
2555.83
115
293920.45
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Providing, laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401] with all lead
19310.19
922
17803995.18
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Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).
Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 15
To achieve 95% Proctor density
5841.9
183
1069067.7
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Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/F.E. 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 maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with all lead
24137.73
1089
26285987.97
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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.5 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112
96550.93
33
3234456.16
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Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112
96550.93
10
1037922.5
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Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead
using bitumen grade (VG-30)
7724.07
6200
47889234
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Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material
With straight run bitumen grade VG-30
3862.04
8125
31379075
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(B) CC Road
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202]
Cement concerte plain 1:2:4 mix and precast cement concerte blocks.
1100
460
506000
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Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).In hard soil mixed with kankar,boulders etc. above 20% mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/dumper.
6560.48
53
347705.44
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Providing, laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401] with all lead
5151.59
922
4749765.98
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Interlocking Concrete Block Pavements M-30
Providing and laying of interlocking concrete block (M-30) pavements having thickness 80mm as per drawing and technical specifications.
6306
585
3689010
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Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS: 383 , the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per Table 600-4 after blending, mixing in batching plant as per mix design at optimum moisture content, transporting to site, laying with a hydrostatic paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.
3644.59
2510
9147920.9
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Construction of un-reinforced without dowel bar 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 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 membrance, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. Using Cement Concrete M-40 Pavement Grade
9041.98
4580
41412268.4
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Add Extra For Dowel Bar for Cement Concrete Pacement as per Drawing and MoRTH Specification 602.2.8
56860.07
67
3809624.69
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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900
NP - 3 450 mm dia
775
1235
957125
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(C) CD WORKS, ROAD SIDE DRAIN & PROTECTION WALL
Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dress-sing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304]
Hard soil mixed with kankarboulder etc.above 20%
7463.1
100
746310
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Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700
P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
742.54
2520
1871200.8
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Providing and laying stone masonry work in cement mortar 1:4 with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry
726.56
2100
1525776
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Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead. P.C.C. grade M-15 in superstructure upto 4.5 mtr. from ground level
685.65
2975
2039808.75
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Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead. P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level
5.46
2690
14687.4
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Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.
R.C.C. grade M25
378.91
4375
1657731.25
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Providing & fabricating steel reinforecemnt for RCC work including cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600
TMT Steel reinforcement
35.1
85000
2983500
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Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.
R.C.C. grade M20
2420.46
4025
9742351.5
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Providing Cement plaster 20mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
3645.51
161
586927.11
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Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead
R.C.C. grade M-20 in bed plates upto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
1404
3285
4612140
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Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600
TMT Steel reinforcement
71.94
85000
6114900
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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3, 1000 mm dia
252.5
4230
1068075
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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3, 450 mm dia
250
1235
308750
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Providing and fixing of reinforced ferro-cement drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforce- ment having thickness 75mm to 150 mm, anti-corrosive bitumen painted M.S. plate, rim and on M.S. lifting hooks, admixture like plastisizer bond-improving compound, shrinkage resistant compound, abrasion resistant complete as per approved design etc.1000 x 800 x100 mm
170
1460
248200
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Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205
700
215
150500
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(D) ROAD FURNITURE
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800).
-
-
-
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5th km stone
3
1980
5940
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Ordinary km stone
15
1200
18000
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200 m stone
68
338
22984
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Supply of mandatory/regulatory reflective sign boards fixed on 3m long angle iron of size 65 x 65 x6 mm complete as per IRC - 67 (latest revesion) made of 2 mm thick MS sheet with stove enamelled paint and reflective symbol.
-
-
-
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Stop signs 900 mm octagon
30
1850
55500
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Prohibitory signs 600 mm dia circular
25
1475
36875
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Supply of cautionary / warning sign board 90cm equilateral triangle made out of 2.0 mm thick aluminum sheet face to be fully covered by white/blue high intensity grade retro reflective sheeting with Red / white symbol, cut out or screen printed background with epoxy paint complete confirming to MoRTH specifications clause. 801 with angle iron post 65 x 65 x 6 mm. 3 mtr. long
40
4750
190000
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Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size :
-
-
-
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1500 x 1200 mm
16
5325
85200
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900 x 750 mm
21
3025
63525
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Installation of sign boards having the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm embedded in ground, the in side of pipe shall be filled with cement concrete 1 : 4 : 8 with semi-circular hump at top, the pipe shall be painted white with enamel paint including transportation etc. complete.
-
-
-
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For single post
40
600
24000
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For double post
37
985
36445
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Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.
2961.58
510
1510405.8
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Providing and fixing CAT’s eye made of aluminium alloy size 75x100x22mm having 21 biconvex lenses embedded in circular disk of AS plastic on each side on road surface complete including all material, labour, diversion.
2847
295
839865
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Providing and fixing of speed breakers made of abs poly carbonate alloy yellow & black made individually size 500x400x50 mm with two side reflectors of yellow colour 6 nos suitable holes provided on it for fixing it on road with the help of MS nails with three abtes locking arrangement on side of the speed breaker. It is to be fixed on road after cement concrete on the hollow blocks provided in the bottom.
210
2400
504000
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P&F delinator with 30 cms dia RCC hume pipe ( IS-Marked) pipe 1.00 M long 40 cms embedded in earth the inside of pipe shall be filled with cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 coarse aggregate 20 mm nominal size ) with semi circular hump at top the pipes shall be painted 15 cms wide alternate strips with black/ white with enamel paint (Black strip at top) with red round reflector 7.5 cms dia at top on side facing the traffic and opposite side (as per IRC -79 )
61
600
36600
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Supplying, hoisting and fixing in position overhead sign with a corrosion resistant 2mm thick aluminium alloy sheet with heigh intensity grade retro-reflective sheeting of encapsulated lens exclusive lettering, border and signs type with vertical and lateral clearance installed over a designed support system of aluminium alloy or galvonised steel trestles and trusses of sections and type as per structual design requirements and approved plans. As per MoRTH specifications : Clause 801 & 802.
-
-
-
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Truss and vertical support
7
61500
430500
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Aluminium alloy plate fixed with heigh intensity grade sheeting.
60
7250
435000
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Providing and fixing Hazard marker made out of 2 mm thick M.S. sheet size 300 x 300 x 3 mm framed with angle iron 25 x 25 x 3 mm and fixed on channel posts 75 x 40 x 6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos, 5 cm dia. reflective sheet on white reflective back ground with additional boarder of 1.25 cm all around it.
80
1040
83200
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Supply of Shevron sign of size 600x450 mm made out of aluminum sheet 2 mm thick both side with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 mm dia, plate is covered by high intensity grade retro-reflective sheeting and black reflective arrow, complete in all respect.
30
3300
99000
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Providing and fixing of flood guage (water guage) as per IRC - 67 standards, 2 m long fixed on iron angle posts 50 x 50 x 6 mm, 2.6m long.
8
1685
13480
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White/colour washing of parapets, kerbs, railing, boundry stone, guide stone, poles, trees guard etc. complete. New surface three coats
22500
8
196875
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Providing and fixing Central Road Fund display board size 180-160 cm made out of 1.6 mm thick MS sheet duly framed with angle iron 65x65x5 mm size having 2 Nos posts 3 m long from ground level and 0.45 m embended in M-15 cement concrete block 300x300x600 mm in ground on shoulder of road including painting & lettering as per MoRTH specifications with enameled paint complete in all respects.
3
9421
28263
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(E) PLANTATION WORK
Supply and planting of shaddy plants (Neem, peepal, goolar, jamun, Imali or other specified ) along road side including the following activities and maintanance of plants on road side for 5 years :- 1. Preparation of soil including cleaning and removing of unwanted shrubs , removal of stones and garbage.
2. Supply of plant at site of two years age and height more than 1.5 meter
3 Supply of dry manure (Farm yard manure organic)
4. Supply of insecticides 5 Digging of pits size 60x60x60 cm including removal of stones , manuring , application of insecticides and watering atleast 15 litre per plant after planting
6 Half brick circular tree guard in II class bricks , internal dia 1.25 metre and height 1.2 m above ground and 0.20 m below ground , bottom two courses laid dry and top three courses in CM 1:6 (1Cement:6sand) and the intermediate courses being in dry honeycomb masonry , as per design complete 7. watering to plants 8. Maintanance of plants by the contractor including pits , preparation of thavala Hoeing weeding etc. and application of insecticides etc and security . If the plant die during maintainance has to replace same height plants at his own cost .Note-SD shall be refunded after countingof plants on completion of DLP of 5 years
1000
1886
1886000
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