Urban Affairs Department Tender
View complete overview of Meghalaya Urban Affairs Department Tender
Urban Affairs Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Feb 2024
Closing Date5 Mar 2024
Tender Amount₹ 1,51,89,00,000
Costs
EMD
₹ 3,03,78,000Document Cost
₹ 1,00,000Tender Fee
Refer Documents
Summary
Construction Of New Four-lane Road And Conversion Of Existing Two-lane Road
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_UAD_1511_1Bid Award Id
ViewTender No
DUA(U)TECH/24/2021/94Tender Authority
Urban Affairs Department ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
(ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil
11781.21
1728775
146.74
(iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2
376
105944
281.77
(vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc
376
305842
813.42
Lined Drain
-
-
-
Construction of Lined Drain
3817
15125366
3962.63
Construction of Road Gully Chamber @ 80m c/c both sides
64
765727
11964.5
Footpath & Utility Duct
4800
103341124
21529.4
Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - 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. (A) By Mix in Place Method. (i) For Grading I Material
6564.6
30715126
4678.9
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 80-100 kN 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. By Mechanical Means with 1 km lead.
5470.5
34025618
6219.84
Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous
macadam with 100-120 TPH batch type HMP
producing an average output of 75 tonne per
hour using crushed aggregates of specified
grading, premixed with bituminous binder @ 4.0
to 4.5 percent by weight of total mix 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
507 complete in all respects. (i) for Grading I ( 40 mm nominal size )
1531.74
20094400
13118.68
Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed aggregates of specified grading,
premixed with bituminous binder @ 5.4 to 5.6 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 MORTH specification Clause : 509 complete in all
respects: I .Bitumen
(i) for Grading I ( 13 mm nominal size )
875.28
15995686
18274.94
Prime Coat (iii) High porosity -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 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502.
29176
2901874
99.46
Tack Coat - (iii) 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.
29176
636591
21.82
Traffic Signs - B. Semi Reflective Traffic Signs
Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2.
-
-
-
II. 600 mm Equilateral triangle
10
52867
5286.73
III. 600 mm circular
10
55397
5539.79
IV. 800 mm x 600 mm rectangular
10
59321
5932.15
V. 600 mm x 450 mm rectangular
10
55142
5514.27
VII. 900 mm side octagon
10
63138
6313.88
Direction and Place Identification Signs upto 0.9 sqm size board.
-
-
-
A. Retro-Reflectorised Traffic Signs.
1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm 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 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 drawing and Technical Specification Clause 801
4.8
53738
11195.49
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.
1138
4259324
3742.82
Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast)
2
7413
3706.66
Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings. Cycling Track @ 6m c/c
800
2063652
2579.57
Road Markers/Road Stud with Lens Reflector
Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973
340
820654
2413.69
Construction of Cycling Track
4800
41823830
8713.3
Conversion of the Two-Lane Road into Four Lane Road at New Shillong, Mawdiangdiang: Road-II
-
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Lime Concrete, Cement Concrete, Reinforced Cement Concrete, etc. including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202. (C) Reinforced Cement Concrete.
24.75
50896
2056.42
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Stone Masonry in Lime Mortar, Cement Mortar, Mud Mortar and Dry Rubble Masonry, Stone Pitching/Dry Stone Spalls, Boulders laid in wire crates etc., including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar
248.1
163031
657.12
Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100 m stacking of serviceable and unserviceable materials separately as per Technical Specification Clause 202. By Mechanical Means (B) Granular Courses
4537.5
2861061
630.54
Earthwork in Hill road
-
-
-
(ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil
174123.63
25550030
146.74
(iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2
9673.54
2725760
281.78
(vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc
9673.54
7868695
813.43
Construction of Embankment with Material Obtained from Roadway Cutting.
Construction of embankment with 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.
2585.05
722904
279.65
Lined Drain
-
-
-
Construction of Lined Drain
1403
5559571
3962.63
Construction of Road Gully Chamber @ 80m c/c both sides
44
526437
11964.5
Protection work
-
-
-
Excavation for Structures-Earthwork in excavation for structures as per drawing and Technical Specification 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. By manual means: II. Ordinary rock (not requiring blasting) Upto 3 m depth
324.3
232069
715.6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) I. P.C.C grade M 15 (ii) Nominal mix 1 : 3 : 6 (HAND MIXING)
2.72
28691
10567.84
Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. (I). Coursed rubble Masonry. (ii) In cement mortar 1 : 4
827.55
7142071
8630.38
Pointing with cement mortar (1:3) on brickwork as per Technical Specification Clause 613.3 & 1204
622.5
85100
136.71
Providing weep holes 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
185
116649
630.54
Providing P.C.C. M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and Technical Specification Clause 615
210
173721
827.25
Filter Material for R/W,B/W, Wing Wall and Hume Pipe - Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Technical Specification Clause 1204.3.8
295.2
1137335
3852.76
Guard Wall
70
1315458
18792.27
Box Culvert
1
4557691
4557691.67
Footpath & Utility Duct
3260
70185853
21529.4
Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - 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. (A) By Mix in Place Method. (i) For Grading I Material
8293.95
38806587
4678.9
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 80-100 kN 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. By Mechanical Means with 1 km lead.
6911.63
42989180
6219.84
Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous
macadam with 100-120 TPH batch type HMP
producing an average output of 75 tonne per
hour using crushed aggregates of specified
grading, premixed with bituminous binder @ 4.0
to 4.5 percent by weight of total mix 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
507 complete in all respects. (i) for Grading I ( 40 mm nominal size )
1935.26
25387983
13118.68
Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed aggregates of specified grading,
premixed with bituminous binder @ 5.4 to 5.6 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 MORTH specification Clause : 509 complete in all
respects: I .Bitumen
(i) for Grading I ( 13 mm nominal size )
1105.86
20209521
18274.94
Prime Coat (iii) High porosity -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 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502.
36862
3666331
99.46
Tack Coat - (iii) 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.
36862
804291
21.82
Construction of Median
3260
7069355
2168.51
Traffic Signs - B. Semi Reflective Traffic Signs
Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2.
-
-
-
II. 600 mm Equilateral triangle
5
26433
5286.73
III. 600 mm circular
5
27698
5539.79
IV. 800 mm x 600 mm rectangular
5
29660
5932.15
V. 600 mm x 450 mm rectangular
5
27571
5514.27
VII. 900 mm side octagon
5
31569
6313.88
Direction and Place Identification Signs upto 0.9 sqm size board.
-
-
-
A. Retro-Reflectorised Traffic Signs.
1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm 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 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 drawing and Technical Specification Clause 801.
3
33586
11195.49
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.
723.78
2708979
3742.82
Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703- (ii) Ordinary Kilometer Stone (Precast)
2
7413
3706.66
Metal Beam Crash Barrier Type A- "W": Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 mm x 75 mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm long complete as per Clause 810 of MORT&H Specifications
250
1252833
5011.33
Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the
drawings.
853.33
2201228
2579.57
Road Markers/Road Stud with Lens Reflector
Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973
213
514116
2413.69
Construction of Cycling Track
3260
28404256
8712.96
Construction of Boundary Wall
1620
29303122
18088.35
Construction of Four-Lane Road at New Shillong, Mawdaingdiang: ROAD-IIIa
-
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Lime Concrete, Cement Concrete, Reinforced Cement Concrete, etc. including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202. (C) Reinforced Cement Concrete.
20.25
41642
2056.42
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Stone Masonry in Lime Mortar, Cement Mortar, Mud Mortar and Dry Rubble Masonry, Stone Pitching/Dry Stone Spalls, Boulders laid in wire crates etc., including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar
187.5
123209
657.12
Earthwork in Hill road
-
-
-
(ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil
1143494.99
167790736
146.74
(iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2
63527.5
17900461
281.78
(vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc
63527.5
51674855
813.43
Construction of Embankment with Material Obtained from Roadway Cutting.
Construction of embankment with 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.
16468.98
4605517
279.65
Lined Drain
-
-
-
Construction of Lined Drain
5766
22848530
3962.63
Construction of Road Gully Chamber @ 80m c/c both sides
86
1028946
11964.5
Protection work
-
-
-
Excavation for Structures-Earthwork in excavation for structures as per drawing and Technical Specification 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. By manual means: II. Ordinary rock (not requiring blasting) Upto 3 m depth
885.78
633861
715.6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) I. P.C.C grade M 15 (ii) Nominal mix 1 : 3 : 6 (HAND MIXING)
8.09
85483
10567.84
Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. (I). Coursed rubble Masonry. (ii) In cement mortar 1 : 4
2257.43
19482506
8630.38
Pointing with cement mortar (1:3) on brickwork as per Technical Specification Clause 613.3 & 1204
1719.8
235110
136.71
Providing weep holes 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
196
123585
630.54
Providing P.C.C. M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and Technical Specification Clause 615
673
556737
827.25
Filter Material for R/W,B/W, Wing Wall and Hume Pipe - Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Technical Specification Clause 1204.3.8
567.53
2186572
3852.76
Guard Wall
20
375845
18792.27
Box Culvert
8
36461533
4557691.67
Footpath & Utility Duct
6622
129228197
19514.98
Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - 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. (A) By Mix in Place Method. (i) For Grading I Material
17030.48
79683940
4678.9
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 80-100 kN 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. By Mechanical Means with 1 km lead.
14192.06
88272318
6219.84
Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous
macadam with 100-120 TPH batch type HMP
producing an average output of 75 tonne per
hour using crushed aggregates of specified
grading, premixed with bituminous binder @ 4.0
to 4.5 percent by weight of total mix 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
507 complete in all respects. (i) for Grading I ( 40 mm nominal size )
3973.78
52130706
13118.68
Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed aggregates of specified grading,
premixed with bituminous binder @ 5.4 to 5.6 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 MORTH specification Clause : 509 complete in all
respects: I .Bitumen
(i) for Grading I ( 13 mm nominal size )
2270.73
41497447
18274.94
Prime Coat (iii) High porosity -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 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502.
75691
7528302
99.46
Tack Coat - (iii) 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.
75691
1651501
21.82
Construction of Median
6622
14359899
2168.51
Traffic Signs - B. Semi Reflective Traffic Signs
Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2.
-
-
-
II. 600 mm Equilateral triangle
15
79300
5286.73
III. 600 mm circular
15
83096
5539.79
IV. 800 mm x 600 mm rectangular
15
88982
5932.15
V. 600 mm x 450 mm rectangular
15
82714
5514.27
VII. 900 mm side octagon
15
94708
6313.88
Direction and Place Identification Signs upto 0.9 sqm size board.
-
-
-
A. Retro-Reflectorised Traffic Signs.
1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm 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 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 drawing and Technical Specification Clause 801.
6
67172
11195.49
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.
1444
5404626
3742.82
Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703- (ii) Ordinary Kilometer Stone (Precast)
2
7413
3706.66
Metal Beam Crash Barrier Type A- "W": Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 mm x 75 mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm long complete as per Clause 810 of MORT&H Specifications
400
2004533
5011.33
Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the
drawings.
1154
2976819
2579.57
Road Markers/Road Stud with Lens Reflector
Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973
406
979958
2413.69
Construction of Cycling Track
6622
57697235
8712.96
Construction of Boundary Wall
615
11125932
18090.95
Construction of Four-Lane Road at New Shillong, Mawdaingdiang: ROAD-IIIb
-
-
-
Earthwork in Hill road
-
-
-
(ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil
73455.62
10778509
146.74
(iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2
4080.87
1149886
281.78
(vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc
4080.87
3319480
813.43
Construction of Embankment with Material Obtained from Roadway Cutting.
Construction of embankment with 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.
311.2
87026
279.65
Lined Drain
-
-
-
Construction of Lined Drain
528
2092269
3962.63
Construction of Road Gully Chamber @ 80m c/c both sides
14
167502
11964.5
Protection work
-
-
-
Excavation for Structures-Earthwork in excavation for structures as per drawing and Technical Specification 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. By manual means: II. Ordinary rock (not requiring blasting) Upto 3 m depth
21.94
15698
715.6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) I. P.C.C grade M 15 (ii) Nominal mix 1 : 3 : 6 (HAND MIXING)
0.29
3096
10567.84
Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. (I). Coursed rubble Masonry. (ii) In cement mortar 1 : 4
53.16
458756
8630.38
Pointing with cement mortar (1:3) on brickwork as per Technical Specification Clause 613.3 & 1204
45
6151
136.71
Providing weep holes 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
33
20807
630.54
Providing P.C.C. M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and Technical Specification Clause 615
30
24817
827.25
Filter Material for R/W,B/W, Wing Wall and Hume Pipe - Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Technical Specification Clause 1204.3.8
18.36
70736
3852.76
Guard Wall
10
187922
18792.27
Box Culvert
1
4557691
4557691.67
Footpath & Utility Duct
780
15221684
19514.98
Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - 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. (A) By Mix in Place Method. (i) For Grading I Material
2368.8
11083385
4678.9
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 80-100 kN 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. By Mechanical Means with 1 km lead.
2058
12800424
6219.84
Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous
macadam with 100-120 TPH batch type HMP
producing an average output of 75 tonne per
hour using crushed aggregates of specified
grading, premixed with bituminous binder @ 4.0
to 4.5 percent by weight of total mix 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
507 complete in all respects. (i) for Grading I ( 40 mm nominal size )
565.22
7414872
13118.68
Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed aggregates of specified grading,
premixed with bituminous binder @ 5.4 to 5.6 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 MORTH specification Clause : 509 complete in all
respects: I .Bitumen
(i) for Grading I ( 13 mm nominal size )
329.28
6017571
18274.94
Prime Coat (iii) High porosity -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 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502.
10976
1091683
99.46
Tack Coat - (iii) 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.
10976
239485
21.82
Construction of Median
780
1691440
2168.51
Traffic Signs - B. Semi Reflective Traffic Signs
Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2.
-
-
-
II. 600 mm Equilateral triangle
2
10573
5286.73
III. 600 mm circular
2
11079
5539.79
IV. 800 mm x 600 mm rectangular
2
11864
5932.15
V. 600 mm x 450 mm rectangular
2
11028
5514.27
VII. 900 mm side octagon
2
12627
6313.88
Direction and Place Identification Signs upto 0.9 sqm size board.
-
-
-
A. Retro-Reflectorised Traffic Signs.
1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm 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 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 drawing and Technical Specification Clause 801.
1.2
13434
11195.49
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.
166
621307
3742.82
Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703- (ii) Ordinary Kilometer Stone (Precast)
2
7413
3706.66
Metal Beam Crash Barrier Type A- "W": Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 mm x 75 mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm long complete as per Clause 810 of MORT&H Specifications
100
501133
5011.33
Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the
drawings.
206
531390
2579.57
Road Markers/Road Stud with Lens Reflector
Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973
119
287229
2413.69
Construction of Cycling Track
780
6796849
8713.91
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