Public Works Department Tender
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Costs
EMD
₹ 7,90,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_424314_1Bid Award Id
ViewTender No
NIT-NO-13/2024-25 ACE PWD ZONE AJMERTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Extra for watering the earth to bring the earth upto required O.M.C excluding rolling
14332.5
121826
8.5
Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering.Field density not less than 95% of maximum dry density (Modified Heavy Proctor test)
14332.5
136159
9.5
Providing, laying, spreading and compacting specified graded sand, gravel as per Table 400-1 as per CBR in sub base course, carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting at OMC with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification :by mechanical means with all lead.
3451.28
2243332
650
Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-12 and 400-13 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with paver finisher in sub base / base course on a well prepared surface 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
1012.5
1417500
1400
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications 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 '7.0-10.0 kg /10 Sqm
4050
117450
29
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 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 Clause 503 & 112 on surface treated with primer 2.50 to 3.0 kg/10 Sqm.
4050
48600
12
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 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 Clause 503 & 112 'On existing BT surface 2.00 to 2 .50 kg /10sqm
2450
24255
9.9
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 . With Bitumen Grade 60/70 (VG-30)
202.5
1154250
5700
Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500 - 8, 9,10 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 505.4.8) 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 -505,112) with all lead '30-45 mm compacted thickness with 5.5% binder grading - 2 with all lead of mix material 'a) with bitumen grade 60/70 (VG-30)
195
1476150
7570
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
174.38
652181
3740
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
5.23
447165
85500
Part 'B' C.C. Pavement work 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 as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
2323.76
5855875
2520
Construction of 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 as per design mix, 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, dowel bar, tie rod, admixtures as approved, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. Design mix grade M30
2583
13819050
5350
Providing and laying of interlocking concrete block pavements having thickness 100mm excluding edge block as per drawing and technical specifications.
3450
2639250
765
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
46
161460
3510
Part 'C' Side Drain work Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre
828.1
157339
190
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. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
118.3
338338
2860
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
466.86
1746056
3740
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
15.41
1317555
85500
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
10
73500
7350
Providing and fixing of reinforced ferro-cement drain cover designed 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. --do--class "AA" loading 600 x 800 mm (125 mm thick)
100
190000
1900
Part 'D' Road Furniture
S & F in position R.C.C.Stone (M-15) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamal paint, printing letters and nmberals etc. complete (MORTH specification clause : 800)
-
-
-
Ordinary km stone for NH,SH
4
6000
1500
200 Mts Stone
8
3600
450
Supply of Mandatory / Regulatory retro reflective sign boards 60 cm dia made out of 2.0mm thick aluminium sheet 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, complete confirming to MoRTH specifications CIause. 801 with angle iron post 65 x 65 x 6mm 3Mtr. long.
8
34320
4290
Supply of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board)
1
7700
7700
Supply of Retro-reflective sign boards size 1800x1200 mm made out of 2 mm thick aluminium sheet duly framed with 40 mm M.S. black tube (Medium Class) as per IS-1239 (Part-I) 1979 with Inner support of M.S. flat 12x3 mm whole structure is fixed with two supports each side 75 mm long and 40 mm M.S. black tube on two posts of 60 mm dia M.S. black tube (Medium class) as per 1239 (Part-I ) 1979 2.03 metre long each and also provision of hold fasts of M.S. bars 12 mm and 25 cm long two on each post. The sheet has to be stove enameled or epoxy painting one side and other side retro-reflective high intensity and black non reflective letter in non reflective sheet. The standard letters and numbrals have to be made as per IRC 30-1968 and the board shall be conformed to the MoRTH specifications clause. 801 Post and outer frame of board to be painted with black and white strips of synthetic enamel paint with black and white strips.
2
44000
22000
Supply of Retro - reflective Name Board size 600 x 900 mm made out of 2mm thick aluminium sheet fixed on post and frame made out or angle iron 50 x 50 x 6 mm, 3Mtr. long using stainless steel nut bolts of 8 mm dia, aluminium sheet is covered with high intensity grade Retro-reflective sheeting and non reflective letters in black, post duly painted in black and white synthetic enamel, complete in all respect. Confirming to MoRTH specifications clause. 801
8
52400
6550
P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect
1
9800
9800
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.
-
-
-
For single post
8
4000
500
For Double post
12
10800
900
Construction of Speed Breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work including cost of Bitumen
155.4
62160
400
Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.9, 800.10 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.
747.8
448680
600
Supply of Cat's Eye made of aluminium alloy size 75 x 100 x 22 mm having 21 bi-convex lenses embedded in circular disk of ABS plastic on each side.
350
80500
230
Fixing of traffic signes Fixing of cat's eyes on road surface/walls including transportation, excavation etc. complete.
350
21000
60
Part 'E' Protection & C.D.Work
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre
40.5
7695
190
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.
12.83
39388
3070
Providing and laying stone masonry work in cement mortar 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 'In cement mortar 1:6
59.4
142560
2400
Providing Cement plaster 20mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
48
6480
135
Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification :
12
3900
325
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, 300 mm dia (For Utility Pipe)
300
297000
990
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