Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 48,15,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEJHR_122949_10Bid Award Id
ViewTender No
PMGSY-III-NIT-60Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Upto 600 mm dia
31
-
198.91
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(ii)Above 600 mm to 900 mm dia Hume Pipe
52.5
-
268.95
... More
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. SOR 3.2
5782.5
-
14.08
... More
Construction of subgrade and earthen shoulders with lead 250m to 500 m:-- Construction of subgrade and earthen shoulders with approved material 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 with free lead as per Technical Specification Clause 303.1. Avg width
3268.5
-
98.43
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a free lead as per Technical Specification Clause 301.5
11261.3
-
97.11
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250 m as per Technical Specification Clause 301.5
2815.34
-
143.06
... More
Excavation in Cutting in Soil by manual means with lead upto 50 m:-- 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
765
-
143.67
... More
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method (Grading-II) 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.
365.02
-
1661.28
... More
Wet Mix Macadam
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.
1460.09
-
2271.6
... More
Prime Coat 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 Clause 502
9733.8
-
52.57
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
9733.8
-
17.73
... More
Providing and laying semi dense bituminous concrete Using Waste Plastic with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects.
243.3
-
9993.7
... More
Bituminous Macadam
Providing and laying bituminous macadam using waste plasticwith 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.
486.64
-
7816.61
... More
Construction of un-reinforced , dowel jointed at expansion and construction joint only , plain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days.using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
1693
-
5863.89
... More
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
15049
-
24.28
... More
Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
i) 5th km stone
1
-
3169.49
... More
ii) Km stone
5
-
1871.41
... More
iii) 200 m stone
21
-
563.75
... More
Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 900 mm equilateral & triangle , OR(Curve Board)
15
-
4025
... More
600 mm equilateral & triangle, OR
8
-
3439
... More
600 mm circular , OR (Speed limit Board)
8
-
4684
... More
800 mm x 600 mm rectangular, OR (Village Board)
10
-
6615
... More
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
2
-
2645.18
... More
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
2
-
12461.04
... More
Citizan Information Board As per Drawing
2
-
4247.65
... More
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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
2
-
2978.24
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.
514
-
272.82
... More
Providing and erecting a metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail 70cm above road/ground level, fixed on ISMC series channel vertical post 150 x 75 x 5mm spaced 2 m centre to centre 1.8 m high, 1.1m below ground /road level, all steel plant and filaments to be galvanised by hot dip process......as per clause 810
112
-
3004
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701 SOR NO. 10.5
75
-
82
... More
Drain
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. (11.1)
345.6
-
222.59
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)
64.8
-
4678.5
... More
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (SOR 11.6)
108
-
3634.44
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)
21.6
-
4678.5
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.
738
-
151.57
... More
Providing and laying reinforced cement concrete in superstructure as per drawing Deck Slab (M25) (50% of Drain covered by Slab).
17.01
-
7346.43
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR 13.3) (50% of drain covered by Slab)
1.3
-
88915.15
... More
Protection Work
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..
1786.53
-
306.49
... More
Providing M10 (PCC 1:3:6) as levelling course in foundation :-- Providing PCC M 10 (1:3:6) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
210.18
-
4585.65
... More
Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
1906.87
-
3489.89
... More
Providing concrete for plain/reinforced concrete M-15 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20
20.34
-
4389.52
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification
678
-
106.74
... More
Pointing with cement mortar (1:3) :-- Pointing with cement mortar (1:3) on Stone Masonry work as per drawing and technical specification Clauses 613.3 and 1204
1339.05
-
151.57
... More
HUME PIPE CULVERT 1nx1m dia
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
216.52
-
306.49
... More
Plain cement concrete M-10 in levelling course below open foundation of head walls as per drawingand technical specification clause 1109
49.42
-
4585.65
... More
Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
189.2
-
3489.89
... More
Providing and laying 1000 mm Dia RCC pipe NP-3 for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head
52.5
-
5628.75
... More
Pointing with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
254.67
-
151.57
... More
Maintenance For 1st Year
1
-
164951.66
... More
For 2nd Year
1
-
243914.23
... More
For 3rd Year
1
-
364040.66
... More
For 4th Year
1
-
503568.23
... More
For 5th Year
1
-
586680.66
... More
2)MRL14-NH-23 PREMNAGAR TO ITKI PIRIO REO ROAD VIA BASILA PALANDU
Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I
6
-
4000
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
2.52
-
57699.09
... More
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. ( Dismantling of cement concrete)
11.7
-
433.17
... More
iii) Stone/brick masonry
101.25
-
279.93
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. 600 to 900 mm dia
37.5
-
268.95
... More
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. SOR 3.2
8587.5
-
14.08
... More
Construction of subgrade and earthen shoulders with lead 250m to 500 m:-- Construction of subgrade and earthen shoulders with approved material 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 with free lead as per Technical Specification Clause 303.1. Avg width
4319.48
-
98.43
... More
Excavation in Cutting in Soil by manual means with lead upto 50 m:-- 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
52.1
-
143.67
... More
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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
36.47
-
43.32
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a free lead as per Technical Specification Clause 301.5
5376.03
-
282.24
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250 m as per Technical Specification Clause 301.5
1792.01
-
280.92
... More
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method (Grading-II) 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.
1719.31
-
1644.13
... More
Wet Mix Macadam
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.
3076.68
-
2112.7
... More
Prime Coat 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 Clause 502
20554.76
-
52.6
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
20554.76
-
17.74
... More
Providing and laying semi dense bituminous concrete Using Waste Plastic with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects.
513.87
-
9977.35
... More
Bituminous Macadam
Providing and laying bituminous macadam using waste plasticwith 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.
1027.74
-
7798.99
... More
Construction of un-reinforced , dowel jointed at expansion and construction joint only , plain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days.using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
325.54
-
5851.03
... More
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
2888.6
-
24.28
... More
Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
i) 5th km stone
1
-
3169.49
... More
ii) Km stone
6
-
1871.41
... More
iii) 200 m stone
23
-
563.75
... More
Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 900 mm equilateral & triangle , OR(Curve Board)
22
-
4025
... More
600 mm equilateral & triangle, OR
12
-
3439
... More
600 mm circular , OR (Speed limit Board)
10
-
4684
... More
800 mm x 600 mm rectangular, OR (Village Board)
15
-
6615
... More
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
2
-
2645.18
... More
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
2
-
12461.04
... More
Citizan Information Board As per Drawing
2
-
4247.65
... More
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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
2
-
2978.24
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.
1135.2
-
272.82
... More
Drain
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. (11.1)
148.8
-
222.59
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)
27.9
-
4667.07
... More
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (SOR 11.6)
46.5
-
3617.14
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)
9.3
-
4667.07
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.
317.75
-
151.57
... More
Providing and laying reinforced cement concrete in superstructure as per drawing Deck Slab (M25) (50% of Drain covered by Slab).
7.32
-
7333.56
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR 13.3) (50% of drain covered by Slab)
0.59
-
88915.15
... More
Protection Work
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..
892.5
-
306.49
... More
Providing M10 (PCC 1:3:6) as levelling course in foundation :-- Providing PCC M 10 (1:3:6) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
105
-
4571.93
... More
Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
820.31
-
3472.59
... More
Providing concrete for plain/reinforced concrete M-15 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20
11.25
-
4378.09
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification
375
-
106.74
... More
Pointing with cement mortar (1:3) :-- Pointing with cement mortar (1:3) on Stone Masonry work as per drawing and technical specification Clauses 613.3 and 1204
553.13
-
151.57
... More
HUME PIPE CULVERT 1nx1m dia
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
154.66
-
306.49
... More
Plain cement concrete M-10 in levelling course below open foundation of head walls as per drawingand technical specification clause 1109
35.31
-
4571.93
... More
Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
135.14
-
3472.59
... More
Providing and laying 1000 mm Dia RCC pipe NP-3 for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head
37.5
-
5657.32
... More
Pointing with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
181.91
-
151.57
... More
RCC Culvert (1 x 4 x 1.5)M
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.
86.84
-
306.49
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
2.25
-
1043.53
... More
Providing PCC M 15 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
12.83
-
4378.09
... More
Brrick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
46.26
-
3472.59
... More
Brick masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
23.97
-
3617.14
... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
3.81
-
5359.58
... More
Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
12.9
-
14.91
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
10.69
-
7333.56
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.29
-
88915.15
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
12
-
46.14
... More
Brick masonry work in cement mortar 1:4 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
4.8
-
3617.14
... More
Plaster with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204.
71.73
-
151.57
... More
Providing Weepholes in brick/Stone masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
24
-
106.74
... More
Parapet RepairingStone masonry work in cement mortar 1:3 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
7.01
-
3617.14
... More
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
48.16
-
151.57
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
48.16
-
98.05
... More
Earth work in excavation of foundation trenches :-- 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.
25.89
-
306.49
... More
Sand Filling in Foundation :-- Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 - rate as per item No. 11.2 (I) of Chapter 11
0.2
-
1043.53
... More
Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
2.55
-
4378.09
... More
Brick/Stone Masonary in C.M.(1:4) in Foundation :-- Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
9.17
-
3472.59
... More
Maintenance For 1st Year
1
-
241735.91
... More
For 2nd Year
1
-
329223.91
... More
For 3rd Year
1
-
606834.91
... More
For 4th Year
1
-
817802.91
... More
For 5th Year
1
-
1019837.91
... More
MRL01-MANATU ITBP CAMPUS TO RATU RAVI STEEL VIA RING ROAD MANATU
Providing & Fixing of Working benchmark Pillars 4 nos. per km & 40 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I
7.48
-
4000
... More
Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I
2.84
-
57699.09
... More
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.
102.5
-
899.79
... More
Scrarifying Existing Bituminous Surface to a Depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4
15804
-
13.82
... More
Excavation in Cutting in Soil by manual means with lead upto 50 m:-- 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
1173.58
-
143.67
... More
Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess).
942.8
-
43.32
... More
C) 50% of total Qty (Free Lead) of (A-B)
6238.83
-
97.11
... More
D) 50% of total Qty (Lead upto 250m)) of (A-B)
6238.83
-
143.06
... More
Construction of subgrade and earthen shoulders with approved material 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 with lead as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).
10835.05
-
190.33
... More
Construction of subgrade and earthen shoulders with approved material 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 with lead as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).
416.25
-
98.43
... More
Compacting Original Ground :-- 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.
2462.05
-
19.1
... More
Stabilized Sub-base : Providing, Laying, Spreading and Compacting 70% in-situ/borrow area soil of CBR ≥ 5% mixed with 30% GSB Grade-II as per mix design.
2295.11
-
1840.76
... More
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.
5513.72
-
2145.46
... More
Prime Coat (Low Porosity)
27296.45
-
52.49
... More
Tack Coat
27296.45
-
15.85
... More
Providing and laying bituminous concrete (replacing bitumen by 8% with waste plastic ) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.2 percent 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 MORT&H specification clause no. 507 complete in all respects. *Grading II 13mm (Nominal size)
1091.86
-
10732.37
... More
Providing and laying bituminous macadam( replacing bitumen by 8% with waste plastic ) 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.
1364.82
-
7828.29
... More
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 aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batchert 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 form work as per drawing) spreading the concret with shovel, 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, curing of concrete slabs for 14 days an using curing compound (where specified) and water finishing to lines and grade as per drawing as per drawings and Technical Specification
2482.92
-
5985.88
... More
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
13543.2
-
20.87
... More
i) 5th km stone
1
-
3169.49
... More
ii) Km stone
7
-
1871.41
... More
iii) 200 m stone
31
-
563.75
... More
900 mm equilateral & triangle,
30
-
4227.48
... More
600 mm equilateral & triangle,
30
-
3142.56
... More
600 mm circular ,
25
-
4351.2
... More
800 mm x 600 mm rectangular,
25
-
6226.01
... More
900 mm Octagonal,
24
-
8053.24
... More
900 x 300 hazard making (15.77 and 15.76)
25
-
4227.48
... More
Direction and place indentification signs up to 0.9 sqm size board - 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
2
-
11133.49
... More
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.
1011
-
272.82
... More
PMGSY LOGO
2
-
2978.24
... More
MAIN INFORMATION BOARD WITH PMGSY LOGO
2
-
12461.04
... More
BHARAT NIRMAN/CITIZEN INF. LOGO
2
-
12461.04
... More
MAIN INTANACE BOARD
2
-
12461.04
... More
Earth work in excavation of foundation trenches :-- 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.
267.53
-
306.49
... More
Providing PCC M-15 :-- Providing and laying concrete for plain/reinforced concrete in open foundations including centering and shuttering complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
1.57
-
4590.3
... More
Stone masonary in 1:4 cement mortar:-- Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (Random Rubble Masonry in 1:4 cement mortar )
27.1
-
3596.54
... More
Plastering with cement mortar (1:4) :--Plastering with cement mortar (1:4), 15 mm thick on Stone / brickwork in substructure as per technical specification Clauses 613.4 & 1204
385.38
-
1414.17
... More
Providing M10 (PCC 1:3:6) as levelling course in foundation :-- Providing PCC M 10 (1:3:6) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
17.55
-
4725.2
... More
Providing concrete for plain/reinforced concrete M-15 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
0.6
-
4814.18
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification
20
-
106.74
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In 1:4 cement mortar
246.61
-
3741.09
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapaets clause 1106. 1000 mm dia (Single row)
70
-
5326.76
... More
Type B (First Class) Bedding laying (first Class) bedding on well compacted sand, moorum or approved granular material as per clause 1005 (ii)
80.29
-
644.71
... More
Boulder soaling work in cement motar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203
31.7
-
3596.54
... More
Backfilling in Foundation trenches as per drawing and technical specification clause 1108.
90.65
-
1693.45
... More
Providing PCC M20 Architectural Coping on the top of parpet wall, complete as per drawing and technical specification Clause 615.
1.75
-
5068.05
... More
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
362.88
-
102.51
... More
Repairing of Hume pipe Culverts including minor bridge
16
-
1342.17
... More
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. By Manual Means Rubble stone masonry in cement
276.11
-
279.93
... More
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. By Manual Means Plain Cement Concrete
10.15
-
433.17
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
Above 900 mm dia Hume pipe
29
-
460.51
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Upto 600 mm dia Hume pipe
60
-
198.91
... More
1 Year Maintenance cost
1
-
210842
... More
2 Year Maintenance cost
1
-
281748
... More
3 Year Maintenance cost
1
-
506104
... More
4 Year Maintenance cost
1
-
659660
... More
5 Year Maintenance cost
1
-
807611
... More
4)T03-SH T07 to Kumbatoli RCD Road via Siramtoli, Bandheya Halhu Sinhpur Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I
9.6
-
4000
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
6.7
-
57699.09
... More
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. ( Dismantling of cement concrete)
28.08
-
433.17
... More
iii) Stone/brick masonry
243
-
279.93
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. 600 mm dia
90
-
198.91
... More
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. SOR 3.2
19755
-
14.08
... More
Construction of subgrade and earthen shoulders with lead 250m to 500 m:-- Construction of subgrade and earthen shoulders with approved material 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 with free lead as per Technical Specification Clause 303.1. Avg width
8658.75
-
98.43
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a free lead as per Technical Specification Clause 301.5
32014.49
-
97.11
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250 m as per Technical Specification Clause 301.5
4001.81
-
143.06
... More
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method (Grading-II) 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.
831.36
-
1763.84
... More
Wet Mix Macadam
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.
4988.15
-
2119.17
... More
Prime Coat 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 Clause 502
33254.25
-
52.58
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
33254.25
-
17.73
... More
Providing and laying semi dense bituminous concrete Using Waste Plastic with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 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. 508 complete in all respects.
831.35
-
10037.09
... More
Bituminous Macadam
Providing and laying bituminous macadam using waste plasticwith 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.
1662.7
-
7858.35
... More
Construction of un-reinforced , dowel jointed at expansion and construction joint only , plain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days.using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
431.78
-
5879.88
... More
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
4220
-
24.28
... More
Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
i) 5th km stone
1
-
3169.49
... More
ii) Km stone
9
-
1871.41
... More
iii) 200 m stone
37
-
563.75
... More
Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 900 mm equilateral & triangle , OR(Curve Board)
20
-
4025
... More
600 mm equilateral & triangle, OR
15
-
3439
... More
600 mm circular , OR (Speed limit Board)
18
-
4684
... More
800 mm x 600 mm rectangular, OR (Village Board)
15
-
6615
... More
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
2
-
2645.18
... More
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
2
-
12461.04
... More
Citizan Information Board As per Drawing
2
-
4247.65
... More
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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
2
-
2978.24
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.
1756
-
272.82
... More
Drain
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. (11.1)
638.4
-
222.59
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)
119.7
-
4690.09
... More
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (SOR 11.6)
199.5
-
3660.27
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)
39.9
-
4690.09
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.
1363.25
-
150.94
... More
Providing and laying reinforced cement concrete in superstructure as per drawing Deck Slab (M25) (50% of Drain covered by Slab).
31.42
-
7363.11
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR 13.3) (50% of drain covered by Slab)
2.51
-
88924.59
... More
Protection Work
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..
2127.72
-
306.49
... More
Providing M10 (PCC 1:3:6) as levelling course in foundation :-- Providing PCC M 10 (1:3:6) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
250.32
-
4601.59
... More
Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
1955
-
3515.72
... More
Providing concrete for plain/reinforced concrete M-15 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20
26.82
-
4401.11
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification
894
-
106.74
... More
Pointing with cement mortar (1:3) :-- Pointing with cement mortar (1:3) on Stone Masonry work as per drawing and technical specification Clauses 613.3 and 1204
1318.65
-
150.94
... More
HUME PIPE CULVERT 1nx1m dia
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
556.79
-
306.49
... More
Plain cement concrete M-10 in levelling course below open foundation of head walls as per drawingand technical specification clause 1109
127.1
-
4601.59
... More
Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
486.5
-
3515.72
... More
Providing and laying 1000 mm Dia RCC pipe NP-3 for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head
135
-
5642.93
... More
Pointing with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
654.88
-
150.94
... More
Parapet repair
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
120
-
3865.76
... More
Maintenance For 1st Year
1
-
87752.26
... More
For 2nd Year
1
-
142714.13
... More
For 3rd Year
1
-
167280.26
... More
For 4th Year
1
-
232531.13
... More
For 5th Year
1
-
245531.26
... More
GST @ 18%
1
-
18
... More
Labour Cess @ 1%
1
-
1
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