Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 54,43,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEJHR_122960_27Bid Award Id
ViewTender No
PMGSY-III-NIT-61_FDRTender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification .
3.66
-
57699.09
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, 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 lifts and lead of 1000 m as per Technical Specification Clause 202.
200
-
433.17
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
108
-
19.1
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
8853.05
-
143.67
Construction of embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of of Table 300.1 and 300.2 as per Technical specification clause 301.5
5311.83
-
43.32
Construction of Embankment with Material Obtained from Borrow Pits With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a Free lead
18697.11
-
97.11
Construction of Embankment with Material Obtained from Borrow Pit With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 500m.
6232.37
-
143.06
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 Free Lead
244.35
-
98.42
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 lead upto 250m.
81.45
-
144.38
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 Free Lead
8534.66
-
98.43
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 lead upto 250m
3657.71
-
144.38
By Mix in Place Method For Grading II Material ( For Rigid Pavement ) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..By Mix in Place Method For Grading II Material
1035.81
-
1588.38
Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
5325.66
-
3308.29
Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
648.8
-
11370.13
Providing and applying Primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification
21626.63
-
54.31
Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
21626.63
-
19.66
Stress absorbing membrane (SAMI) crack width above 9 mm and cracked area above 50 percent Providng and laying of a stress absorbing membrane over a cracked road surface, with crack width above 9mm and cracked area above 50 percent after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.
21626.63
-
114.5
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
1055.35
-
5930.87
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
1074.89
-
5930.87
Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY
10320
-
24.28
Road Furniture Reinforced cement concrete M15 grade kilometer stone/local stone of standard desing as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specificatin Clause-1703 5th Kilometer Stone (precast)
2
-
3169.49
Kilometer Stone (precast)
7
-
1871.41
200m Kilometer Stone (precast)
37
-
563.75
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
10
-
1813.22
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
6
-
12461.04
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
7
-
2978.24
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
7
-
2618.99
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
7
-
4064.79
Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification
1500
-
98.19
Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.
300
-
585.96
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.For Edge Marking 80% of Length
1647
-
509.29
Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control , Over 10 cm in width
350
-
80.87
For improvement of Junction Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle
30
-
5021
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm equilateral triangle
20
-
3279
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm circular
20
-
4419
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 mm x 60 mm rectangular
10
-
6188
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm x 45 cm rectangular
20
-
4303
Inogration Board for Road Construction
1
-
20000
REPAIRING OF PARAPET 11No. Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
26.4
-
3867.83
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
165
-
154.02
RCC 1NX1.5MX1M - 08No. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
613.95
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 material.
42.78
-
889.22
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
70.35
-
1842.64
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
72.41
-
4517.52
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
314.45
-
3462.1
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
129.71
-
3867.83
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
80
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
1.28
-
5252.18
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
132
-
46.91
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
58.67
-
6139.06
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
14.35
-
12683.26
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
6.57
-
88977.3
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
316.39
-
154.02
RCC 2NX5MX3M - 01No. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
342.12
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 material.
58.74
-
889.22
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
58.74
-
1842.64
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M-15
54.14
-
4517.52
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
221.32
-
3462.1
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
139.42
-
3867.83
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
52
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
0.96
-
5252.18
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
1064.3
-
46.91
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 in RCC M-25 Deck Slab
50.42
-
6139.06
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses
7.49
-
12683.26
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
5.79
-
88977.3
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
233.49
-
154.02
Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc area vide item no. 14.
233.49
-
102.51
Earthwork in back filling in foundation and plinth etc -do- -do- all complete job as per specification and direction of E/I.
114.04
-
297.03
Providing and fixing at site precast 20mm dia and 75 cm long RCC (1:2:4) with nominal reinforcement F.I. post including cost of earth cutting -do -do- all complete job.
16
-
585.96
Retaining Wall-1.0m Hight - 100m Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
156
-
306.49
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
26
-
4517.52
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
102.5
-
3462.01
Stone masonry in cement mortar for substructure complete as per drawing & technical specification
57.5
-
3606.65
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
3
-
5252.18
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
100
-
106.74
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
215
-
69.31
Retaining Wall-1.5m Hight - 115m Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
241.5
-
306.49
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
34.5
-
4517.52
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
165.6
-
3462.01
Stone masonry in cement mortar for substructure complete as per drawing & technical specification
108.38
-
3606.65
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
2.3
-
5252.18
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
115
-
106.74
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
396.75
-
69.31
Five Years Maintanace - For 1st Year
1
-
439143
For 2nd Year
1
-
659216.22
For 3rd Year
1
-
797727.65
For 4th Year
1
-
1042633.24
For 5th Year
1
-
1230257.42
T11 RCD road Dhathapara to Agloi via Patharia, Anguthia, Asila,Length- 8.600m, Block- Burharwa
-
-
-
RCD road Dhathapara to Agloi via Patharia, Anguthia, Asila Setting out pillars providing and fixing of Benchpillars@ four nos. Per kmas per drawing given. ( size 1.00 x 0.345 x 0.345)
8.6
-
4210.27
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification .
4.3
-
57699.09
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, 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 lifts and lead of 1000 m as per Technical Specification Clause 202.
200
-
433.17
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
2090.7
-
19.1
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
1765.88
-
143.67
Construction of embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of of Table 300.1 and 300.2 as per Technical specification clause 301.5
1059.53
-
43.32
Construction of Embankment with Material Obtained from Borrow Pits With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a Free lead
17144.17
-
97.11
Construction of Embankment with Material Obtained from Borrow Pit With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 500m.
5714.72
-
189.01
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 Free Lead
4730.21
-
98.42
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 lead upto500m.
1576.74
-
144.38
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 Free Lead
7892.93
-
98.42
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 lead upto 500m
3382.68
-
144.38
By Mix in Place Method For Grading II Material ( For Flexible Pavement ) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..By Mix in Place Method For Grading II Material
1119.35
-
1697.97
By Mix in Place Method For Grading II Material ( For Rigid Pavement )Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..By Mix in Place Method For Grading II Material
401.49
-
1697.97
WMM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
1168.07
-
2666.38
Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
4200.8
-
3308.29
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
389.36
-
8356.57
Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
761.4
-
11599.78
Providing and applying Primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification
25380.04
-
54.46
Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
25380.04
-
19.71
Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 percent Providng and laying of a stress absorbing membrane over a cracked road surface, with crack width above 9mm and cracked area above 50 percent after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.
17592.94
-
116.47
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
348.47
-
6104.46
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
710.08
-
6104.46
Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY
5283
-
24.28
Road Furniture Road Furniture Reinforced cement concrete M15 grade kilometer stone/local stone of standard desing as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specificatin Clause-1703 5th Kilometer Stone (precast)
2
-
3169.49
Kilometer Stone (precast)
7
-
1871.41
200m Kilometer Stone (precast)
34
-
563.75
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
10
-
1813.22
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
4
-
12461.04
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
5
-
2978.24
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
5
-
2618.99
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
5
-
4064.79
Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification
1000
-
98.19
Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.
200
-
585.96
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.For Edge Marking 80% of Length
1376
-
509.29
Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control , Over 10 cm in width
350
-
80.87
For improvement of Junction Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle
30
-
5021
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm equilateral triangle
20
-
3279
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm circular
20
-
4419
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm x 45 cm rectangular
10
-
4303
Inogration Board for Road Construction
1
-
20000
REPAIRING OF PARAPET 16No. Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
38.4
-
4045.37
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
240
-
156.54
RCC 1NX1.5MX1M - 04No. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
306.98
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 material.
21.39
-
906.37
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
35.17
-
2014.09
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
36.2
-
4679.84
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
157.23
-
3639.64
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
64.86
-
4045.37
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
40
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
0.96
-
5425.77
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
66
-
47.04
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
29.34
-
6312.65
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
7.18
-
12856.85
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
3.29
-
88977.3
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
158.2
-
156.54
RCC 1NX2MX1.4M - 01No. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
103.03
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
9.23
-
906.37
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
13.82
-
2014.09
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1208
15.44
-
4679.84
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1209
49.42
-
3639.64
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204,
25.92
-
4045.37
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
10
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
0.2
-
5425.77
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
41.25
-
47.04
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
10.72
-
6312.65
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
2.1
-
12856.85
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.35
-
88977.3
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
60.34
-
156.54
Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc area vide item no. 14.
10.11
-
102.51
RCC 1NX3MX2M - 01No. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
159.79
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 material.
11.9
-
906.37
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
15.89
-
2014.09
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
19.75
-
4679.84
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
75.84
-
3639.64
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
52.74
-
4045.37
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
20
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
0.44
-
5425.77
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
37.5
-
47.04
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
14.42
-
6312.65
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
2.6
-
12856.85
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.53
-
88977.3
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
95.99
-
156.54
RCC 2NX5MX3M - 01No. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
342.12
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 material.
56.04
-
906.37
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
56.04
-
2014.09
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M-15
54.14
-
4679.84
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
221.32
-
3639.64
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
139.42
-
4045.37
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
52
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
0.96
-
5425.77
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
1064.3
-
47.04
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 in RCC M-25 Deck Slab
50.42
-
6312.65
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses
6.81
-
12856.85
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
5.72
-
88977.3
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
233.49
-
156.54
Retaining Wall-1.0m Hight - 162m Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
252.72
-
306.49
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
42.12
-
4679.64
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
166.05
-
3639.64
Stone masonry in cement mortar for substructure complete as per drawing & technical specification
93.15
-
3784.19
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
3.24
-
5425.77
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
162
-
106.74
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
348.3
-
69.62
Retaining Wall-1.5m Hight - 99m Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
207.9
-
306.49
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
29.7
-
4679.64
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
142.56
-
3639.64
Stone masonry in cement mortar for substructure complete as per drawing & technical specification
93.31
-
3784.19
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
1.98
-
5425.77
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
99
-
106.74
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
341.55
-
69.62
Drain- 150m Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
114.75
-
306.49
Plain Cement Concrete M15 (1:2:4 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
19.13
-
4679.84
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
34.13
-
3639.64
Plastering with cement mortar (1:4), 12 mm thick on vertical interface bed of drain & top of wall as per technical specification Clauses
314.25
-
156.54
1.5mm thick cement punning vertical interface bed of drain & top of wall as per technical specification Clauses
314.25
-
38
Providing concrete for plain/reinforced concrete M-20 on top complete as per drawings and technical specifications Clause 802, 803, 1202
2.82
-
5425.77
Five Years Maintanace - For 1st Year
1
-
451760.33
For 2nd Year
1
-
648127.59
For 3rd Year
1
-
809262.1
For 4th Year
1
-
1041725.78
For 5th Year
1
-
1205643.48
MRL04 PWD Road Begamganj To PWD Road Atapur Via Chandser,Length- 7.300m, Block- Udhwa
-
-
-
PWD Road Begamganj To PWD Road Atapur Via Chandser Setting out pillars providing and fixing of Benchpillars@ four nos. Per kmas per drawing given. ( size 1.00 x 0.345 x 0.345)
7.35
-
4230.2
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification .
5.15
-
57699.09
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, 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 lifts and lead of 1000 m as per Technical Specification Clause 202.
300
-
433.17
Dismantling of Cement Concrete Pavements as per Technical Specification clause 202. by mechanical means usingpneumatic tools breaking of pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and unserviceable materials separately.
517.65
-
1043.23
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3643.05
-
143.67
Construction of embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of of Table 300.1 and 300.2 as per Technical specification clause 301.5
2185.83
-
43.32
Construction of Embankment with Material Obtained from Borrow Pits With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a Free lead
18384.7
-
97.11
Construction of Embankment with Material Obtained from Borrow Pit With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 500m.
6128.23
-
189.01
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 Free Lead
6691.55
-
98.43
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 lead upto 500m
2867.81
-
190.33
By Mix in Place Method For Grading II Material ( For Rigid Pavement ) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..By Mix in Place Method For Grading II Material
1080.88
-
1697.97
Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
3455.57
-
3308.29
Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
429.96
-
11602.83
Providing and applying Primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification
14331.9
-
54.47
Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
14331.9
-
19.72
Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 percent Providng and laying of a stress absorbing membrane over a cracked road surface, with crack width above 9mm and cracked area above 50 percent after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.
14331.9
-
116.49
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
1095.16
-
6133.02
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
1013.31
-
6133.02
Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY
10170
-
24.28
Road Furniture,Reinforced cement concrete M15 grade kilometer stone/local stone of standard desing as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specificatin Clause-1703 5th Kilometer Stone (precast)
1
-
3169.49
Kilometer Stone (precast)
6
-
1871.41
200m Kilometer Stone (precast)
29
-
563.75
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
10
-
1813.22
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
5
-
12461.04
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
10
-
2978.24
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
10
-
2618.99
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
6
-
4064.79
Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification
1000
-
98.19
Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.
200
-
585.96
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.For Edge Marking 80% of Length
1314
-
509.29
Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control , Over 10 cm in width
350
-
80.87
For improvement of Junction Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle
40
-
5021
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm equilateral triangle
30
-
3279
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm circular
25
-
4419
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 mm x 60 mm rectangular
10
-
6188
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm x 45 cm rectangular
10
-
4303
Inogration Board for Road Construction
1
-
20000
REPAIRING OF PARAPET 09No. Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
21.6
-
4062.79
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
135
-
157.67
RCC 1NX5MX2M - 01No. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
222.48
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 material.
26.85
-
906.37
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Qty vide Item No. (2)
26.85
-
2014.09
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M-15
31.15
-
4705.83
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
99.92
-
3655.14
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
66.14
-
4062.79
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
30
-
106.74
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 in Deck plate M-20
0.52
-
5453.37
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 in RCC M-25 Deck Slab
28.77
-
6343.37
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses
3.47
-
12892.26
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
3.71
-
89024.19
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
154.36
-
157.67
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
37.5
-
47.08
Providing and fixing at site precast 20mm dia and 75 cm long RCC (1:2:4) with nominal reinforcement F.I. post including cost of earth cutting -do -do- all complete job.
25
-
585.96
Earthwork in back filling in foundation and plinth etc -do- -do- all complete job as per specification and direction of E/I.
74.16
-
297.03
Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc area vide item no. 14.Qty of plastring
154.36
-
102.51
Retaining Wall-1.0m Hight - 471m Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
734.76
-
306.49
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
122.46
-
4705.83
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
482.78
-
3655.14
Stone masonry in cement mortar for substructure complete as per drawing & technical specification
270.83
-
3799.69
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
9.42
-
5453.37
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
471
-
106.74
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
1012.65
-
69.78
Retaining Wall-1.5m Hight - 100m Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
210
-
306.49
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
30
-
4705.83
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
144
-
3655.14
Stone masonry in cement mortar for substructure complete as per drawing & technical specification
94.25
-
3799.69
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
2
-
5453.37
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
100
-
106.74
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
345
-
69.78
Five Years Maintanace - For 1st Year
1
-
331570.14
For 2nd Year
1
-
494865.88
For 3rd Year
1
-
625063.3
For 4th Year
1
-
765979.28
For 5th Year
1
-
859346.79
MRL08 NH80 Chaukidhab To PWD Road Manihari Tola Via Madia Amanat Sarkar
-
-
-
NH80 Chaukidhab To PWD Road Manihari Tola Via Madia Amanat Sarkar Setting out pillars providing and fixing of Benchpillars@ four nos. Per kmas per drawing given. ( size 1.00 x 0.345 x 0.345)
7.05
-
3988.22
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification .
3.53
-
57699.09
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, 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 lifts and lead of 1000 m as per Technical Specification Clause 202.
200
-
433.17
Dismantling of Cement Concrete Pavements as per Technical Specification clause 202. by mechanical means usingpneumatic tools breaking of pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and unserviceable materials separately.
608.13
-
1043.23
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
2940.7
-
143.67
Construction of embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of of Table 300.1 and 300.2 as per Technical specification clause 301.5
1764.42
-
43.32
Construction of Embankment with Material Obtained from Borrow Pits With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a Free lead
12687.66
-
97.11
Construction of Embankment with Material Obtained from Borrow Pit With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 500m.
4229.22
-
189.01
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 Free Lead
3553.26
-
98.42
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 lead upto 500m.
1184.42
-
190.33
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 Free Lead
6555.37
-
98.43
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 lead upto 250m
2809.44
-
190.33
By Mix in Place Method For Grading II Material ( For Rigid Pavement ) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..By Mix in Place Method For Grading II Material
321.51
-
1554.15
Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
4823.06
-
3308.29
Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
584.03
-
11294.05
Providing and applying Primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification
19467.75
-
54.36
Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
19467.75
-
19.68
Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 percent Providng and laying of a stress absorbing membrane over a cracked road surface, with crack width above 9mm and cracked area above 50 percent after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.
19467.75
-
113.9
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
1018.9
-
5873
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
222.71
-
5873
Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY
5664
-
24.28
Road Furniture Reinforced cement concrete M15 grade kilometer stone/local stone of standard desing as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specificatin Clause-1703 5th Kilometer Stone (precast)
1
-
3169.24
Kilometer Stone (precast)
6
-
1871.41
200m Kilometer Stone (precast)
28
-
563.75
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
10
-
1813.22
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
5
-
12461.02
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
7
-
2978.24
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
7
-
2618.99
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
6
-
4064.79
Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification
1000
-
98.19
Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.
100
-
585.96
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.For Edge Marking 80% of Length
1269
-
509.29
Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control , Over 10 cm in width
350
-
80.87
For improvement of Junction Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle
25
-
5021
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm equilateral triangle
25
-
3279
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm circular
25
-
4419
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 mm x 60 mm rectangular
10
-
6188
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm x 45 cm rectangular
10
-
4303
Inogration Board for Road Construction
1
-
20000
REPAIRING OF PARAPET 10No. Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
24
-
3805.73
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
150
-
153.66
RCC 1NX1.5MX1M - 05No. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
383.72
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 material.
26.74
-
906.37
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
43.97
-
1774.06
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
45.25
-
4464.94
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
196.53
-
3400
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
81.07
-
3805.73
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
50
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
1.2
-
5194.31
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
82.5
-
46.91
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
36.67
-
6081.19
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
8.97
-
12625.39
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.11
-
88977.3
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
197.75
-
153.66
RCC 1NX2MX1.4M - 04No. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
412.1
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
36.91
-
906.37
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
55.27
-
1774.06
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1208
51.82
-
4464.94
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1209
197.67
-
3400
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204,
103.69
-
3805.73
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
40
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
0.8
-
5194.31
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
165
-
46.91
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
42.9
-
6081.19
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
8.42
-
12625.39
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
5.39
-
88977.3
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
241.36
-
153.66
Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc area vide item no. 14.
40.44
-
102.51
RCC 1NX3MX2M - 01No. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
159.79
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 material.
11.9
-
906.37
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
15.89
-
1774.06
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
16.28
-
4464.94
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
75.84
-
3400
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
52.74
-
3805.73
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
20
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
0.3
-
5194.31
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
37.5
-
46.91
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
14.42
-
6081.19
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
2.36
-
12625.39
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.51
-
88977.3
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
95.99
-
153.66
Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc area vide item no. 14.
25.42
-
102.51
Retaining Wall-1.5m Hight - 50m Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
105
-
306.49
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
15
-
4464.94
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
72
-
3400
Stone masonry in cement mortar for substructure complete as per drawing & technical specification
47.12
-
3544.55
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
1.5
-
5194.31
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
50
-
106.74
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
172.5
-
69.26
Drain - - 100m Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
76.5
-
306.49
Plain Cement Concrete M15 (1:2:4 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
12.75
-
4464.94
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
22.75
-
3400
Plastering with cement mortar (1:4), 12 mm thick on vertical interface bed of drain & top of wall as per technical specification Clauses
209.5
-
153.66
1.5mm thick cement punning vertical interface bed of drain & top of wall as per technical specification Clauses
209.5
-
38
Providing concrete for plain/reinforced concrete M-20 on top complete as per drawings and technical specifications Clause 802, 803, 1202
1.88
-
5194.31
Five Years Maintanace - For 1st Year
1
-
359513.59
For 2nd Year
1
-
535001.62
For 3rd Year
1
-
645057.29
For 4th Year
1
-
828769.12
For 5th Year
1
-
994055.18
GST @ 18%
1
-
18
Labour Cess @ 1%
1
-
1
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