Public Works Department Tender
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Costs
EMD
₹ 35,00,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEPWD_428351_7Bid Award Id
ViewTender No
NIT No 13 of 2024-25 ACE PWD ZONE I JodhpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
FD order dated 22.10.2021 for additional Performance security for unbalanced bid
BOQ Items
Extra for rolling to specification with Power Roller, 8-10 tonne when earth is at suitable moisture content with dry field density not less than 100 % of maximum dry density (Ordi-nary Procter test).excluding watering.
104333.48
26
2712670.48
Carriage of Sand, bajri, ballast, stone, boulders, kankar & gravelly material includind loading & unloading Add for each subsequent Km. Lead above 1 KM. Upto 5 KM. Km. 0/0 to 11/0
104333.48
119
12515844.26
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] Chiseling/wedging out rock where blasting is prohibited. Hard Rock, with lead upto 50m.and lift upto 0.5m.
8480.98
668
5665294.64
Recover cost of useful stone @2/3 rd of masonry work dismantaled quantity
5871.56
575
-3376147
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202.
1036.88
1316
1364527.5
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 20 Km lead. For Grading I Material
15684.94
880
13802747.2
Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20. to attain 100% proctor density.
6300
410
2583000
Providing, laying, spreading and compacting stone aggregate of as per table 400-12 and 400-13 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant 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 vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 20 Km.
16843.13
1310
22064500.3
Supply & fixing of precast reinforced cement concrete M-15 grade boundary pillars 100mm x 100mm x 900mm of size of standard design as per IRC: 25-1967, fixed in position in cement concrete 1:4:8 including finishing and lettering but excluding painting.
100
330
33000
BITUMINOUS WORK
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 of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502, 501.5.2,112 ( Including cleaning of road surface )
74606.25
32
2439624.38
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, 501.5.2,112 ( Including cleaning of Road Surface)
74606.25
10
790080.19
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 505.3.5 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 505,112] Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30 grade) & thickness 50 - 75 mm
3167.81
6050
19165250.5
Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 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 -507,112) Grade-II Bitumen @ 5.4% of mix With lead of mix material 1 KM VG-30 grade
1900.69
7600
14445244
Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 6, grading -1for base / binder course including loading of aggregates with F.E loader and heating and mixing of stone aggregate and bitumen in approved hot mix plant as per clause 6.5 of manual transporting the mixed material in tipper to paver and laying mixed material with sansor paver finisher to the required level and grade rolling by power roller & vibratory compactor to achieve the desired density (approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112]Grading II (19 mm nominal size) 3.4 % of Bitumen mix km 1/0 to 4/00
450
4650
2092500
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-24, heating bituminous binder @ 14.6 Kg/10 Sqm.(VG-30 grade) and aggregates in Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material with all lead .[MORTH Specification : Clause 510,112].In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with VG-30 bitumen.
11250
115
1293750
Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 511.Laying by Mechnical Means.Type B - Premixed in in approved HMP as per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqm and bitumen binder (VG-30 grade) @ 6.8 Kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete - including carriage for 20 Km. lead.
11250
46
517500
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.
4224.38
2200
9293625
Providing and laying controlled cement concrete for cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including curing etc. as per specification with cement concrete M-40 grade
6161.88
5800
35738875
Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound.
10223
130
1328990
Providing and filling joint sealing compound in CC
Pavement/Structures as per drawings and MORD specifications
with coarse sand and 6 per cent bitumen by weight
10223
17
181458.25
Supplying, fitting and placing mild steel reinforcement complete in substructure as per drawing and technical specifications MoRTH Section 1600,2200.
3.55
85500
303696
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specification section 1600.
0.65
85500
55358.86
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 surplus soil as directed within a lead of 1000 metres [Most Specification : Clause 301,304] Hard Soil(pick work) protection wall
395.2
230
90896
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 1:3:6 mix with stone aggragate 40mm crusher broken.Protection wall
74.1
3600
266760
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 1:3. Protection wall
413.25
3900
1611675
Providing Cement pointing 1:2 deep variety (cut or weather) on brick, stone and tile work at all levels.[MoRTH Specfication : Clause 1000/1406] Protection wall
380
155
58900
Providing PCC M-20 50mm thick coping 20mm nominal size aggregate on the top of wing wall, return wall etc. with rounding of edges etc. complete as per drawing and technical specification Clauses Protection wall
171
235
40185
CD Works 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]Depth upto 3m
131.33
212
27841.96
Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-III with CBR value not less than 20.
18.75
410
7687.5
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 1:3:6 mix crushed stone aggregates 20mm nominal size.
23.25
3800
88350
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 1:3
199.49
3900
777991.5
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 1406Flush and Rulled Type
122
97
11834
Providing PCC M-20 50mm thick coping 20mm nominal size aggregate on the top of wing wall, return wall etc. with rounding of edges etc. complete as per drawing and technical specification Clauses
9
235
2115
Reinforced cement concrete M30 mix with stone aggregate 20mm nominal size mechnically mixed and vibrated for reinforced concrete work in slab in superstructure at any level excluding steel reinforcement but including center-ing and shuttering laid in position [MoRTH Specification : Clause 1000/1700]
12.6
5800
73080
Providing and laying Reinforced cement concrete M20 mix with stone agg-regate 20mm nominal size mechnically mixed and vibrated for bedplates excluding steel reinforcement but including centering andshuttering, laid in positon .[MoRTH Specification : Clause 1000/700]
8.4
4400
36960
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and MoRTH specification section 1600.
1.2
85500
102600
Providing and laying boulders quarry stone apron without wire crates on river bed for protection against scour with stone boulders weighing not less than 40 Kg each (specific gravity not less than 2.65) complete including excavation for trimming for preparation of bed as per drawing and MoRTH specifications clause 2503.
25.2
1150
28980
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304] 'Sandy material
22.5
364
8190
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 with in a lead of 1000m. [MoRTH Specification clause 202]By mechanical Means Cement concrete grade M-15 & M-20 By mechanical Means
77
412
31724
Stone masonry Rubble stone masonry in cement mortar
74.38
216
16065
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]Depth upto 3m
471.78
212
100017.36
Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-III with CBR value not less than 20.
112.5
410
46125
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 1:3:6 mix crushed stone aggregates 20mm nominal size.
68.8
3800
261440
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 1:3
471.49
3900
1838811
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 1406Flush and Rulled Type
276
97
26772
Providing PCC M-20 50mm thick coping 20mm nominal size aggregate on the top of wing wall, return wall etc. with rounding of edges etc. complete as per drawing and technical specification Clauses
18
235
4230
Reinforced cement concrete M30 mix with stone aggregate 20mm nominal size mechnically mixed and vibrated for reinforced concrete work in slab in superstructure at any level excluding steel reinforcement but including center-ing and shuttering laid in position [MoRTH Specification : Clause 1000/1700]
54
5800
313200
Providing and laying Reinforced cement concrete M20 mix with stone agg-regate 20mm nominal size mechnically mixed and vibrated for bedplates excluding steel reinforcement but including centering andshuttering, laid in positon .[MoRTH Specification : Clause 1000/700]
36
4400
158400
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and MoRTH specification section 1600.
7.56
85500
646380
Providing and laying boulders quarry stone apron without wire crates on river bed for protection against scour with stone boulders weighing not less than 40 Kg each (specific gravity not less than 2.65) complete including excavation for trimming for preparation of bed as per drawing and MoRTH specifications clause 2503.
69.3
1150
79695
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304] 'Sandy material
45
364
16380
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 with in a lead of 1000m. [MoRTH Specification clause 202]By mechanical Means Cement concrete grade M-15 & M-20 By mechanical Means Cement concrete grade M-15 & M-20
33.6
412
13843.2
Rubble stone masonry in cement mortar
504
216
108864
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] Upto 3 m depth
631.8
212
133941.6
Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]P.C.C.M15 grade
63
3950
248850
Providing and laying Random Rubble stone masonry in foundation upto a depth of 1.50 metres and also 1.50 metres above Ground /Bed level [MoRTH Specfication : Clause 1000/1400].Cement sand mortar 1:3.
775.8
3900
3025620
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 1406Flush and Rulled Type
240
97
23280
Providing PCC M-20 50mm thick coping 20mm nominal size aggregate on the top of wing wall, return wall etc. with rounding of edges etc. complete as per drawing and technical specification Clauses
120
235
28200
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] 600 mm dia
287.5
3026
869975
Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications
50
22161
1108050
Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications
87.5
14651
1281962.5
Provision of reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD reinforcement conforming to IRC: 21 and dowel bars 25 mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST Circular No. RW/ NH- 33022/ 1/ 94-DO III dated 24th June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer , all as specified as per MORTH specification Cl. 811.
510
3050
1555500
Precast Box Culvert - Providing and Fixing in position precast cement concrete Box - Culvert as per design and shape using coarse aggregate and fine aggregate derived from natural resources, ordinary Portland / admixture as per design mix IS 456-2000 and standard like Indian standard international standard viz Japanese Industrial Standard (JiS) / Providing and Fixing in position precast reinforced cement concrete Box -Culvert or Cable Crossing Boxes as per design and shape, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland flag cement, admixture* in recommended proportions as per IS; 456-2000 and standard like Indian standard international standards viz. Japanese Induslrial Standards WSW U5 standard/EU standard having of strength not less than M-50. using Thermo-Mechanically created bars (TMT/TMX) FE SOOD or more conforming to IS 1786 reinforcement bar and capable of carrying a wheel load of 32.5 zones with earth cushion 0.20 m to 3.00 m for heavy vehicle movement. Precast reinforced cement concrete drains using, service Crossing / stormwater etc. Rale includes all cost of material, labor charges at the plant, cost of reinforcement formwork and lifting accessories, and transportation up lo work at fhe site. Rate excludes unloading !he material at site, bids, and lift. All work up to plinth level: making necessary holes of required sizes for carrying lhroug h service lines etc., providing steel hooks for lifting etc the work exciting as per the direction of Engineer in Charge. Note Rate shall also include technical assistance for the installationof products at one time, size 2000x2000
84
77452
6505968
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] Upto 3 m depth
260.28
212
55179.36
Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]P.C.C.M15 grade
63.54
3950
250983
Providing and laying Random Rubble stone masonry in foundation upto a depth of 1.50 metres and also 1.50 metres above Ground /Bed level [MoRTH Specfication : Clause 1000/1400].Cement sand mortar 1:3
237.15
3900
924885
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 1406Flush and Rulled Type
172.8
97
16761.6
Providing PCC M-20 50mm thick coping 20mm nominal size aggregate on the top of wing wall, return wall etc. with rounding of edges etc. complete as per drawing and technical specification Clauses
72
235
16920
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] 600 mm dia
150
3026
453900
Road Furniture S&F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. 5th Km. Stone
3
2020
6060
Ordinary Km. Stone for NH
16
1050
16800
200 M. Stone.
60
295
17700
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. 60Cm equilateral triangle
20
3150
63000
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 a) 120 cm. x 75 cm.
5
9320
46600
b) 120 cm. x 90 cm.
3
11183
33549
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)
2
7550
15100
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.
50
3520
176000
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
944
186
175584
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.
1014
431
437034
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
240
103
24720
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 surplus soil as directed within a lead of 1000 metres [Most Specification : Clause 301,304] Hard Soil(pick work).
For 2 nos. Gentry Board
14.4
230
3312
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500] For 1 nos. Gentry Board
2.4
3950
9480
------do------For 1 nos. Gentry Board
11.66
4700
54802
Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification. [MoRTH Specification : Section: 1600(N)] HYSD bar reinforcement. For 1 nos. Gentry Board
0.32
85000
27200
Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels. For 1 nos. Gentry Board
514.92
81
41708.52
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. For 1 nos. Gentry Board
1.76
81088
142309.44
ii) Aluminium Alloy plate for over head sign For 1 nos. Gentry Board
52.2
6348
331365.6
Providing & fixing letters/boarders from reflective tape of approved quality in standard width of MoRTH specifications clause 800. For 1 nos. Gentry Board
5490
3
16470
ii) Providing & fixing Border (50mm wide) For 2 nos. Gentry Board
6800
-
4080
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