Public Works Department Tender
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Costs
EMD
₹ 2,75,440Document Cost
₹ 1,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_430846_4Tender No
NIT NO. 13 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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 100% Proctor density
739.58
260
192290.8
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening 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 specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)
-
-
-
Grading no.2 (63-45mm) crusher broken
267.1
810
216351
Grading no.3 (53-22.4 mm) crusher broken
133.55
883
117924.65
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 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
10500
24
252000
Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3.50 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
10500
14
154350
Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3.00 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
21000
12
252000
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 VG 10
787.5
5709
4495837.5
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
472.5
7387
3490357.5
P & F precast cement concrete M-15 grade kerb over 20 mm thick base of cement mortar 1 : 6 including jointing with cement mortar 1:4 and painting with enamel paint complete as per MoRTH specification clause:1000 & 1700. (Size 30Cmx30 CM x 15 CM)
1600
220
352000
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
136
3347
455192
Providing and laying chequerred plain cement concrete embossed specially manufactured non slippery tiles of approved make on 20 mm thick cement mortar 1:6 bed, jointed with neat cement slurry complete.
1360
380
516800
Supply of Swiss type of Hazard marker, made out of 2 mm thick M.S. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.
45
860
38700
Supply of "L" type Bollard made out of 1.25 mm 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 15 x15 cm circular section with 15 cm face plate and hold fast at bottom, whole body is processed in white stoving enamel and red reflective 3 bands, each of 7.5 cm and one reflective sheet of 15 cm dia. provided to it complete in all respect.
10
1940
19400
Fixing of L type & Swiss Bollards in cement concrete M -15 mix size 300 x 300 x 600 mm including transportation, excavation etc. complete.
9
300
2700
Fixing of flood guage (water gauge) in cement concrete M -15 mix size 300 x 300 x 600 mm including transportation, excavation etc. complete.
60
220
13200
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
2
6655
13310
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 double post
2
950
1900
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.
550
547
300850
PART "B" : CONSTRUCTION OF SIDE DRAIN
-
-
-
Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil
1120
111
124320
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.
112
2937
328944
Providing and laying stone masonry work in cement mortar 1:3 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
480
3001
1440480
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
48
3254
156192
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate.
320
264
84480
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
960
125
120000
Providing and fixing of reinforced ferro-cement drain cover designed for class "A" 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 mm (150 mm thick)
80
1365
109200
Part "C" : CD Work : Three Row 1000 H.P.C. Culvert
-
-
-
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
119
175
20825
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.
38.25
2937
112340.25
Providing and laying stone masonry work in cement mortar 1:3 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
36.3
3001
108936.3
Providing and laying stone masonry work in cement mortar 1:3 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 Add extra for stone masonry in superstructure
5
3151
15755
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
1
3347
3347
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
48
125
6000
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
45
3425
154125
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