Public Works Department Tender
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Costs
EMD
₹ 21,70,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEPWD_428354_1Bid Award Id
ViewTender No
NIT No 13 of 2024-25 ACE PWD Zone I JodhpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
FD Order dated 22.10.2021 for additional performance security for unbalanced bid
BOQ Items
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5].BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering.
18665
26
485290
Extra for watering the earth to bring the earth upto required O.M.C excluding rolling
18665
18
335970
Extra for rolling to specification with the use of Vibratory roller when earth is at suitable moisture content with desired field density not less than 95% of maximum dry density (Modify Heavy Proctor test), excluding watering.
2717.69
37
100554.53
Extra for rolling to specification with the use of Vibratory roller when earth is at suitable moisture content with desired field density not less than 100% of maximum dry density (Modify Heavy Proctor test).excluding watering.
15947.31
39
621945.09
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, mach-nery, lighting barricading and maintenance of diversion complete Grade I .[MoRTH specification Clause 401].
10138.5
819
8303431.5
Extra rate for carriage of mixed material additional lead 12km
10138.5
64
655251.26
Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading II , 63 mm to 45 mm @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B
2523.5
1324
3341114
Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading III, 53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B'
1081.5
1349
1458943.5
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.50 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface )
14660
32
477183
Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2.50 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 ( Including cleaning of Road Surface )
168000
10
1775760
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 aggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor 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] Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30 grade) & thickness 50 - 75 mm
6720
5853
39332160
Extra rate for carriage of mixed material additional lead from :- 12 km
6720
64
434313.6
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 and 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 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) Grade-II Bitumen @ minimum 6.00 % of mix with lead up to 1 KM VG-30 grade
5040
7355
37069200
Extra rate for carriage of mixed material additional lead from :- 12 km
5040
64
325735.2
Providing laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in wet mix plant, 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, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401] includiong 1 Km lead a) For Grading I Material
800
819
655200
Extra rate for carriage of mixed material additional lead from :-12 KM
800
64
51704
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 blening 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.
380
2096
796480
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 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, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.
937.5
5499
5155312.5
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 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301]
84
140
11760
Providing and laying mechnically 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.[MoRTH Specification : Clause 1000/1700]Cement concrete 1:4:8 mix with stone aggregate 40 mm hand broken aggregate.
6
3568
21408
Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:6
120
3400
408000
Providing Cement pointing 1:2 deep variety (cut or weather) on brick, stone and tile work at all levels.[MoRTH Specfication : Clause 1000/1300]
90
147
13230
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.PCC Grade M-20 Height upto 5.00m.
1.5
4450
6675
Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 1200 mm dia
25
7688
192200
Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 300 mm dia
37.5
1209
45337.5
Providing and laying Reinforced cement concrete M20 mix with stone agg-regate 20mm nominal size mechnically mixed and vibrated for bed plates excluding steel reinforcement but including centering andshuttering, laid in positon .[MoRTH Specification : Clause 1000/700]
10
4691
46914.69
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 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301]
420
140
58800
Providing and laying mechnically 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.[MoRTH Specification : Clause 1000/1700]Cement concrete 1:4:8 mix with stone aggregate 40 mm hand broken aggregate.
42
3568
149856
Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:6
367.5
3400
1249500
Providing and laying Reinforced cement concrete M20 mix with stone agg-regate 20mm nominal size mechnically mixed and vibrated for bed plates excluding steel reinforcement but including centering andshuttering, laid in positon .[MoRTH Specification : Clause 1000/700] Parapet Pillars
1.21
4691
5699.57
Providing Cement pointing 1:2 deep variety (cut or weather) on brick, stone and tile work at all levels.[MoRTH Specfication : Clause 1000/1300]
420
147
61740
Painting two coats after filling the surface with synthetic enamel paint in all shades on plastered concrete surfaces as per MORTH specifications Cl. 803. a) New Surface
56.7
102
5783.4
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels [MoRTH Specfication: Clause:1000/1300]
56.7
184
10432.8
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.PCC Grade M-20 Height upto 5.00m.
17.52
4450
77958.66
Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Double angle post. 90 cm. X 60 cm
10
4991
49910
Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Double angle post180 cm. X 120 cm.
4
19965
79860
Supply & fixing of precast reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC: 8-1980, fixing in position in cement concrete 1:4:8 including painting and printing etc. 5th Kilometre Stone
6
2627
15762
Supply & fixing of precast reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC: 8-1980, fixing in position in cement concrete 1:4:8 including painting and printing etc. Ordinary km stone for MDR
19
1537
29203
Supply & fixing of precast reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC: 8-1980, fixing in position in cement concrete 1:4:8 including painting and printing etc. 200 m stone (precast)
100
439
43900
Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign board is 2.85m. upto foundation level post duly painted in black & white synthetic enamel. fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801. 90 Cm equilateral triangle
30
4286
128580
Supply & fixing Retro-Reflectorised route marker sign boards as per IRC-67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 1.5mm thick supported on mild steel angle iron post 75mmx75mmx6mm, 3.65 m. long and fixed on 50x50x6mm angle iron frame with defination plate of 30cm. x 25 cm. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm.x45cm.x60 cm., 60cm. below ground level as per approved drawing.
10
3410
34100
Providing overhead signs with a corrosion resistant 2 mm thick aluminium alloy sheet with high intensity grade retro- reflective sheeting of encapsulated lens exclusive lettering, border & signs type with vertical and lateral clearance installed over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans as per MORTH specifications clause 802.2, 802.3 & 802.7. Truss and Vertical support
3.8
63498
241292.4
Providing overhead signs with a corrosion resistant 2 mm thick aluminium alloy sheet with high intensity grade retro- reflective sheeting of encapsulated lens exclusive lettering, border & signs type with vertical and lateral clearance installed over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans as per MORTH specifications clause 802.2, 802.3 & 802.7.Aluminium Alloy plate for over head sign
38.4
4880
187392
Supply & fixing of Shevron sign of size 600x450mm made out of alluminium sheet 2mm thick with fixing provision on M.S. angle iron post 50x50x6mm, 3M. long screwed with stainless steel nut bolts of 8 M. dia, plate is covered by high intensity grade retro-reflective sheeting & black reflective arrows, complete in all respect.
100
3520
352000
Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4.
1642.3
523
858922.9
Supply & fixing of "L" type Bollard made out of 1.25mm thick M.S sheet, height 134 cm. welded in circular type ring section having upper dia 15 cm. and lower dia 21 cm. with another attachment of 15cm. X 15cm. circular section with 15 cm. face plate and hold fast at bottom , whole body is precessed in white stoving enamel and red reflective 3 hands, each of 7.5 cm. end one reflective sheet of 15 cm. dia provided to it, complete in all respect.
5
1380
6900
Supplying and fixing delineator with 30cm. outer dia RCC hume pipe NP-2 (as per IS 458-1971) pipe 1.0m. Long, 40cm. embedded in cement concrete 1:4:8. block of size 50cm.x50cm.x40cm. including excavation upto 40 cm. depth. The inside of pipe shall be filled with cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 coarse aggregate with nominal size aggregate 20mm size) top with semi circular humping. The pipes shall be painted white/black with enamel paint with white round reflector 7.5 cm. dia at top on side facing the traffic and opposite side ( as per IRC-79 ).
60
984
59040
Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
2249
186
418314
Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In Ordinary Soil Mechanically by power shovel, including mechanical loading and carriage by tipper/dumper (6T capacity)
76.48
116
8871.22
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, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401].
91.77
819
75160.61
Extra rate for carriage of mixed material additional lead from :-12.00 KM
91.77
59
5447.54
Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading II , 63 mm to 45 mm @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B
89.22
1324
118129.93
Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). Grading III, 53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B'
38.24
1349
51583.06
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @6.0kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface )
509.84
22
11216.48
Add extra to item No. 6.1 for additional 0.1 Kg per Sqm emulsion
509.84
10
5378.81
Providing and applying tack coat on the prepared surface ,with bitumen emulsion 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 CI.503,112 ( Including cleaning of Road Surface )
509.84
8
4104.21
Add extra to item No. 6.2 for additional 0.1Kg per Sqm emulsion
509.84
2
1284.8
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 aggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor 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] Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30 grade) & thickness 50 - 75 mm
25.49
5853
149204.68
Extra rate for carriage of mixed material additional lead from :-12
25.49
64
1647.55
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 and 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 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) Grade-II Bitumen @ minimum 6.00 % of mix with lead up to 1 KM VG-30 grade
15.3
7355
112496.2
Extra rate for carriage of mixed material additional lead from :-12
15.3
64
988.53
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