Public Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_CEPWD_210307_3Bid Award Id
ViewTender No
NIT_05_2020_21_PWD_Zone_UDR_IITender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Earthwork in excavation for roadway in hard rock, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). Requiring blasting
1476.37
-
173
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Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with all lead as per MoRTH Specification : Clause No. 305.
71129
-
48
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Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
29527.38
-
18
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WBM Work & Hard Shoulder
Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MECHANICAL MEANS Bituminous Courses
1419.9
-
151
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Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Plant Mix Method For Grading II
10073.26
-
469
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Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Plant Mix Method For Grading-III
8775
-
455
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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per 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 maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift By mechanical means (By Paver Finisher Only)
26378.16
-
1036
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B.T. Work
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @ 7 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 : Cl. 502, 112
140805
-
23
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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/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 Cl. 502, 112.
145305
-
7.2
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Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with sensor paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift (a) 50-75mm compacted thickness with 4.5% bitumen content VG10 grade with all lead of mixed Material (by sensor paver finisher Only)
9788.85
-
5724
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Providing and laying Bituminous Concrete as per Design Mix on prepared surface with specified graded stone aggregates as per Table 500-17, for wearing course including loading of aggregates 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 mixed Material with tipper to paver and laying with sensor paver finisher (as per clause 504-3.5) 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 as per job mix) excluding cost of primer/tack coat. (MoRTH specification : clause 507). 30-45mm compacted with 6% binder with all lead of mix Material With straight run bitumen grade VG30
(by sensor paver finisher Only)
4359.15
-
7072
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C.C. ROAD
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305) By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
630
-
26
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Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Plant Mix Method For Grading II
1190.25
-
469
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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per 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 maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift By mechanical means
671.18
-
1036
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Providing and Laying Rolled cement concrete of M-10 mix base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm with minimum, aggregate cement content of 200 kg/cum, aggregate gradation to be as per Table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing as per MoRTH Specification : Clause No. 603, 112.
95.45
-
2343
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Providing and Laying 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, maximum size of coarse aggregate not exceeding 25mm, 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 membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-30 pavement Grade (by Automatic Mixture Only)
1428
-
4406
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Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
840
-
57
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Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
210
-
2715
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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500].With 20mm nominal size aggregate.R.C.C. M-20 grade
300
-
3717
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Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
9
-
44827
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Supply and fixing of Fibre - reinforced Ferro-Cement drain cover ( Light duty ) designated for class "B" loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm, anti-corrosive bitumen painted M.S. Plate Rim and on M.S. lifting hooks, additives & admixture like plasticizer, shrinkage resistance compound, abrasion resistant etc. as per approved drawing and design complete in all respect. Span 300 mm to 450 mm Standard Size 600 x 1200 mm
1200
-
594
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Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).
-
-
-
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1000 MM Dia
12.5
-
4329
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500 mm Dia
50
-
2103
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300 mm Dia
75
-
1032
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Road Furnishing
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)
14
-
1330
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5th kilometre stone (precast)
6
-
2205
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Hectometer stone (precast)
81
-
373
... More
Boundary pillar
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting
488
-
341
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Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads).Regulatory sign boards of 90 cm Triangle. Size 90 cms. Triangle
72
-
3447
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Providing and Fixing of Retro Reflectorised 600 x 800 mm Facility sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads).Regulatory sign boards of 60 x 80 cm Rectangle. Size 60 x 80 cms. Rectangle
15
-
4249
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Supply of retro-reflective name board size 600×900mm made out of 2mm thick aluminium sheet fixed on post and frame made out or angle iron 50×50×6mm 3m long using stainless steel nut bolts of 8mm dia aluminium sheet is covered with high intensity grade Retro-reflective letters in black post duly painted in black and white synthetic enamel, complete in all respect confirming to MoRTH specifications (2001) cl. 801.
15
-
6600
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Providing and Fixing of Retro Reflectorised 600 x 500 mm Chevro sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & acertified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Regulatory sign boards of 60 x 50 cm Rectangle. Size 60 x 50 cms. Rectangle
440
-
3138
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Supply of retro reflective signboards size 1800×1200mm made out of 2mm thick aluminium sheet duly farmed with 40mm MS black tube (Medium class) as per IS 1239 (Part-I) 1979 with two supports each side 75mm long and 40mm MS black tube (Medium class) as per 1239 (Part-I) 1979 2.03 meter long each and also provision of hold fasts of MS bars 12mm and 25cm long two on each post. The sheet has to be stove enameled or epoxy painting one side and other retro-reflective high intensity green base & white retro-reflective letter & numerals have to be made as per IRC 30-1968 and the board shall be conformed to the MoRTH specifications (2001 edition 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.
4
-
24200
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Supply of Swiss type Bollard out of 1.25mm thick MS sheet total height 135cm the lower portion is made in tapered circular section having upper dia 15cm and lower dia 20cm with attachment of one mandatory plate 7 mm thick & fixed with the help of 7cm long 30mm dia crome plated MS tube this part is fixed on the body with another attachment of a cap 30×7 cm whole body is processed in black stoving enamel and mandatory plate in Azure blue with one compulsory keep left arrow with 10mm border reflective strip each of 7.5 cm on body complete in all respect.
6
-
1265
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Providing and Fixing of Retro Reflectorised 300 x 900 mm Hazard sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 2.7 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Regulatory sign boards of 30 x 90 cm Rectangle. Size 30 x 90 cms. Rectangle
20
-
2953
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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
-
-
-
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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
5000
-
185.6
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Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
100
-
206
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Supply of flood gauge (water gauge) as per IRC 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long
10
-
1383
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
7542.5
-
408
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Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
16
-
3300
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Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
400
-
2147
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Providing and fixing precast cement concrete M-15 kerb as per design, including fixing at site. (MoRTH specification : section 1000 & 1700).
1000
-
155
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Painting with superior grade enamel apint of approved quality to give an even shade including writing, littering, figuring etc. complete as per IRC standards of :Parapets, Kerbs, Railling, guide stones, guard stones, tree guards & posts etc.New Work ( Three Coats )
500
-
61.6
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Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)
37.5
-
2762
... More
CD Work
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m In ordinary soil [MoRTH Specification : clause 301].Ordinary soil.Upto 3 m depth
-
-
-
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1000 mm dia. 1 Row - Pipe Culvert
685.22
-
57
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1000 mm dia. 2 Row - Pipe Culvert
130.46
-
57
... More
RCC-Box Culvert - 1 Cell - 1.0M x 1.0M
123.48
-
57
... More
RCC-Box Culvert - 1 Cell - 2.0M x 2.0M
334
-
57
... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M
620.42
-
57
... More
RCC-Box Culvert - 3 Cell - 3.0M x 3.0M
427.71
-
57
... More
RCC-Box Culvert - 3 Cell - 4.0M x 3.0M
534.85
-
57
... More
RCC_Slab_2M_3Span Widening
152.42
-
57
... More
RCC_Slab_3M_1Span Widening
283.73
-
57
... More
RCC_Slab_2M_1Span Widening
166.9
-
57
... More
Toe Wall
560
-
57
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Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
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1000 mm dia. 1 Row - Pipe Culvert
57.03
-
2715
... More
1000 mm dia. 2 Row - Pipe Culvert
11.51
-
2715
... More
RCC-Box Culvert - 1 Cell - 1.0M x 1.0M
8.04
-
2715
... More
RCC-Box Culvert - 1 Cell - 2.0M x 2.0M
23.16
-
2715
... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M
38.9
-
2715
... More
RCC-Box Culvert - 3 Cell - 3.0M x 3.0M
25.98
-
2715
... More
RCC-Box Culvert - 3 Cell - 4.0M x 3.0M
31.93
-
2715
... More
RCC_Slab_2M_3Span Widening
15.24
-
2715
... More
RCC_Slab_3M_1Span Widening
25.04
-
2715
... More
RCC_Slab_2M_1Span Widening
44.51
-
2715
... More
Toe Wall
39
-
2715
... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500].With 20mm nominal size aggregate.P.C.C. M-15 grade
-
-
-
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1000 mm dia. 1 Row - Pipe Culvert
552.99
-
3264
... More
1000 mm dia. 2 Row - Pipe Culvert
125.07
-
3264
... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M
10.8
-
3264
... More
RCC-Box Culvert - 3 Cell - 3.0M x 3.0M
5.4
-
3264
... More
RCC-Box Culvert - 3 Cell - 4.0M x 3.0M
5.4
-
3264
... More
Toe Wall
451
-
3264
... More
Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).1000 mm dia.
-
-
-
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1000 mm dia. 1 Row - Pipe Culvert
262.5
-
4329
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1000 mm dia. 2 Row - Pipe Culvert
37.5
-
4329
... More
Stone masonry work in cement mortar 1:4 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400] Random Rubble Masonry (coursed/uncoursed)
-
-
-
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RCC_Slab_2M_3Span Widening
84.13
-
2638
... More
RCC_Slab_3M_1Span Widening
160.12
-
2638
... More
RCC_Slab_2M_1Span Widening
106.75
-
2638
... More
Stone masonry work in cement mortar 1:4 for substructure complete, with scaffolding, as per drawing and technical specifications [MoRTH Specification : Section 1400].Random Ruble masonry (coursed/uncoursed)
-
-
-
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RCC_Slab_2M_3Span Widening
94.32
-
2506
... More
RCC_Slab_3M_1Span Widening
113.3
-
2506
... More
RCC_Slab_2M_1Span Widening
75.53
-
2506
... More
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification.Design mix concrete – [MoRTH Specification : Section 1500 & 1700].RCC M-25 grade, including form work.Upto 5 mtr. height
-
-
-
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RCC_Slab_2M_3Span Widening
11.11
-
3896
... More
RCC_Slab_3M_1Span Widening
15.98
-
3896
... More
RCC_Slab_2M_1Span Widening
11.06
-
3896
... More
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
-
-
-
... More
RCC_Slab_2M_3Span Widening
1.68
-
45179
... More
RCC_Slab_3M_1Span Widening
1.28
-
45179
... More
RCC_Slab_2M_1Span Widening
0.69
-
45179
... More
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-30 grade, including form work Upto 5.0 Mtr Hieght.
-
-
-
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RCC-Box Culvert - 1 Cell - 1.0M x 1.0M
42.82
-
3915
... More
RCC-Box Culvert - 1 Cell - 2.0M x 2.0M
115.72
-
3915
... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M
280.82
-
3915
... More
RCC-Box Culvert - 3 Cell - 3.0M x 3.0M
188.99
-
3915
... More
RCC-Box Culvert - 3 Cell - 4.0M x 3.0M
256.4
-
3915
... More
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
-
-
-
... More
RCC-Box Culvert - 1 Cell - 1.0M x 1.0M
5.57
-
44827
... More
RCC-Box Culvert - 1 Cell - 2.0M x 2.0M
15.04
-
44827
... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M
25.27
-
44827
... More
RCC-Box Culvert - 3 Cell - 3.0M x 3.0M
17.01
-
44827
... More
RCC-Box Culvert - 3 Cell - 4.0M x 3.0M
23.08
-
44827
... More
Plastering 12mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
-
-
-
... More
RCC_Slab_2M_3Span Widening
115.94
-
87
... More
RCC_Slab_3M_1Span Widening
142.95
-
87
... More
RCC_Slab_2M_1Span Widening
95.3
-
87
... More
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 specification. [MoRTH Specification : Clause 2205].
-
-
-
... More
RCC-Box Culvert - 1 Cell - 1.0M x 1.0M
16
-
113
... More
RCC-Box Culvert - 1 Cell - 2.0M x 2.0M
32
-
113
... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M
40
-
113
... More
RCC-Box Culvert - 3 Cell - 3.0M x 3.0M
20
-
113
... More
RCC-Box Culvert - 3 Cell - 4.0M x 3.0M
20
-
113
... More
RCC_Slab_2M_3Span Widening
26.4
-
113
... More
RCC_Slab_3M_1Span Widening
79.2
-
113
... More
RCC_Slab_2M_1Span Widening
52.8
-
113
... More
Providing and filling in foundation trenches, and back filling behind abutments, wing walls, return wall etc., and below pipe bed in layers not exceeding 150mm thick including watering and compacting (IRC-78) complete as per drawing and technical specifications (MoRTH specification 710 & 2200) including all lead and lifts.Selected granular Material in filling (MoRTH specification : Clause 2200).
-
-
-
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RCC-Box Culvert - 1 Cell - 1.0M x 1.0M
48
-
677
... More
RCC-Box Culvert - 1 Cell - 2.0M x 2.0M
192
-
677
... More
RCC_Slab_2M_3Span Widening
95.96
-
677
... More
RCC_Slab_3M_1Span Widening
33.59
-
677
... More
RCC_Slab_2M_1Span Widening
107.49
-
677
... More
Filter medium behind abutment, wing wall and return wall, complete as per drawing and technical specification. (Same as R7.20.3) [MoRTH Specification : Clause 2504].
-
-
-
... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M
72
-
509
... More
RCC-Box Culvert - 3 Cell - 3.0M x 3.0M
28.8
-
509
... More
RCC-Box Culvert - 3 Cell - 4.0M x 3.0M
6
-
509
... More
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material
-
-
-
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RCC-Box Culvert - 2 Cell - 3.0M x 3.0M
57.6
-
453
... More
RCC-Box Culvert - 3 Cell - 3.0M x 3.0M
28.8
-
453
... More
RCC-Box Culvert - 3 Cell - 4.0M x 3.0M
12
-
453
... More
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 ltr. for 2 sqm complete in all respect. [MoRTH specification : 800]
-
-
-
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RCC-Box Culvert - 2 Cell - 3.0M x 3.0M
11.04
-
41
... More
RCC-Box Culvert - 3 Cell - 3.0M x 3.0M
11.04
-
41
... More
RCC-Box Culvert - 3 Cell - 4.0M x 3.0M
11.04
-
41
... More
Providing and laying flooring rubble stone/CC M-15 block flooring complete as per drawing and technical specification. (MoRTH specification : Clause 2505, 1700). Rubble stone laid in cement mortar 1:3.
-
-
-
... More
RCC-Box Culvert - 2 Cell - 3.0M x 3.0M
32.4
-
2058
... More
RCC-Box Culvert - 3 Cell - 3.0M x 3.0M
16.2
-
2058
... More
RCC-Box Culvert - 3 Cell - 4.0M x 3.0M
16.2
-
2058
... More
Dismantaling WORK
Dismantaling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonery,cement concrete, wood ,work, steel work including T&P and scaffolding wherever necessary, sorting the dismantled Material,disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres (MORTH Specification: Clause 202) BY MECHANICAL MEANS Cement Concrete grade M-15 & M-20
698.5
-
252
Evaluation Notes How It Works ?
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