Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 Jul 2024
Closing Date29 Jul 2024
Tender Amount₹ 4,75,06,658
Costs
EMD
₹ 2,41,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135523_1Bid Award Id
ViewTender No
MH16124Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
... More
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. SR.NO 11.1 P.NO 45 IN ORDINARY ROCK (NOT REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge.
519.6
349207
672.07
... More
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. SR.NO 11.1 P.NO 45 IN HARD ROCK ( REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge.
87.45
91089
1041.62
... More
Dewatering including diversion of stream,providing cofferdams,bunds,etc.as may be necessary for foundation and other parts of the work and balling out water during and after excavation s required.SR.NO 11.1 A P.NO 46 As directed by Engineer Incharge.
-
-
-
... More
For Abutment As directed by Engineer Incharge.
222.74
32664
146.65
... More
For returns As directed by Engineer Incharge.
232.38
15771
67.87
... More
For PIERS As directed by Engineer Incharge.
83.32
58772
705.38
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 SR.NO 11.2 P.NO 46 II .Rubble Filling For BC soil As directed by Engineer Incharge.
43.72
37865
866.1
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 SR.NO 11.4 P.NO 47 (PCC GRADE M-15) As directed by Engineer Incharge.
65.46
381659
5830.42
... More
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. SR.NO 11.3 P.NO 44 (PCC GRADE M-15) As directed by Engineer Incharge.
89.26
528443
5920.27
... More
Providing steel anchor dowel bars of 32 mm diameter and 4 mlength at the base of the well including drilling holes of 60 mmdiameter up to 2.5 m depth in rock, placing the dowels inposition and effectively grouting the holes with CM 1:1 etccomplete. DSR NO.12.47 PAGE NO.89 PWD DSR 22-23 As directed by Engineer Incharge.
18
124642
6924.56
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m SR.NO 13.1 III P.NO 49 (PCC GRADE M25 FOR ABUTMENTS) As directed by Engineer Incharge.
941.65
6936080
7365.88
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m SR.NO 13.1 III P.NO 49 (PCC GRADE M30 FOR PIER AND ABUTMENTS CAPS,CANTILEVER RETURNS) As directed by Engineer Incharge.
7.28
53572
7358.91
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202SR.NO 12.7 P.NO 49 As directed by Engineer Incharge.
3.2
201083
62838.59
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SR.NO 12.10 P.NO 50 (GRANULAR MATERIAL) As directed by Engineer Incharge.
26.26
36885
1404.62
... More
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 SR.NO 12.11 P.NO 50 As directed by Engineer Incharge.
44.12
82655
1873.43
... More
II) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 SR.NO 12.9 P.NO 50 As directed by Engineer Incharge.
162
29658
183.08
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 SR.NO 13.1 P.NO 52 (RCC M30 FOR SOLID DECK SLAB) As directed by Engineer Incharge.
124.82
1114647
8930.04
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 SR.NO 13.1 P.NO 52 (RCC M30 FOR DERT WALL AND KERBS) As directed by Engineer Incharge.
12.67
91568
7227.19
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SR.NO 13.3 P.NO 52 As directed by Engineer Incharge.
7.66
495919
64741.47
... More
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement @ 38kg/Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3 SR.NO 13.5 P.NO 52 As directed by Engineer Incharge.
11.25
138690
12328.04
... More
Providing Tar paper bearing of approved quality in propoer size ( SR.NO 13.16 P.NO 54 (V) As directed by Engineer Incharge.
23.47
2180
92.92
... More
III) Expansion joint with 25 mm thick bituminous pad ( Compressible Rubber Pad 2018-19) SR.NO 13.16 P.NO 54 II A As directed by Engineer Incharge.
42.5
36271
853.45
... More
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 SR.NO 13.8 P.NO 53 As directed by Engineer Incharge.
43.36
72814
1679.31
... More
Providing and fixing Granite/Marble tablet of 15 mm to 18 mm thickness ,including making groove in wall / concrate surface filling joints with slurry,curing,polishing,rounding edges,as required cleaning etc complete of size and description as per detailed drawings including embosseing and fitting in 1:2 cm border SR.NO 12.15 P.NO 50 As directed by Engineer Incharge.
0.79
5170
6544.8
... More
Providing and fixing reinforced cement concrete M-15 square/ Circular guard stone including mild steel reinforcement fixing in cement concrete M-8 block including white washing etc. complete as directed by Engineer in charge. Spec. No.:As per directed by Engineer in charge DSR NO.10.11 PAGE NO. 55 As directed by Engineer Incharge.
38
22959
604.19
... More
Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201SR.NO.2.2 P.NO.8 As directed by Engineer Incharge.
-
-
-
... More
(A) In area of non-thorny jungle As directed by Engineer Incharge.
0.08
2379
29742.39
... More
(B) In area of Thornly jungle As directed by Engineer Incharge.
0.08
2929
36616.66
... 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.SR.NO.2.13 P.NO 9 (C) Above 900 mm dia Hume pipe As directed by Engineer Incharge.
17.5
14136
807.82
... More
(iii) Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 SR.NO.3.5 P.NO 14 (III) (BY MECHANICAL MEANS) As directed by Engineer Incharge.
579.47
32769
56.55
... More
Construction of Embankment with Material Obtained from Roadway Cutting,Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 SR.NO.3.3 P.NO 13 As directed by Engineer Incharge.
37.73
2749
72.88
... More
Construction of Embankment with Material Obtained from Borrow Pits,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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 SR.NO.3.4 P.NO 13 As directed by Engineer Incharge.
1120.83
426868
380.85
... More
Construction of Subgrade and Earthen Shoulders,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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.SR.NO.3.14 P.NO 16 As directed by Engineer Incharge.
200.31
98171
490.1
... More
(A) By Mix in Place Method,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 vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.SR.NO.4.1 P.NO 19 As directed by Engineer Incharge.
24.92
46705
1874.22
... More
2)WBM Grading 2,Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening binding meterials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.SR.NO.4.8 2 P.NO 22 As directed by Engineer Incharge.
172.37
378167
2193.93
... More
(ii) 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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. SR.NO 5.2 P.NO 27 As directed by Engineer Incharge.
191.25
2627
13.74
... More
(i) Low 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 SR.NO 5.1 P.NO 27 As directed by Engineer Incharge.
191.25
14427
75.44
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. SR.NO 4.8(3B) P.NO 21 As directed by Engineer Incharge.
14.34
29683
2069.97
... More
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. SR.NO 5.9 P.No. 29(BY MECHANICAL MEANS BITUMEN VG-30) As directed by Engineer Incharge.
191.25
29473
154.11
... More
Seal Coat,Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 SR.NO 5.12 P.NO 30 As directed by Engineer Incharge.
191.25
12651
66.15
... More
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150mmwith75mm square or round steel tube for support fixed in a concrete block of 60x60x75cm size.Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5mm steelplate.All lettering and painting arrows border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings.(Rate as per RD&WC Deptt.No.CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) SR.NO 10.16 P.NO 42 As directed by Engineer Incharge.
1
28685
28685.01
... More
Providing and Fixing 'Logo' of MMGSY Project,Providing and fixing of typical MMGSY 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 SR.NO 10.16 P.NO 42 As directed by Engineer Incharge.
1
14981
14981.13
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 SR.NO 14.5 P.NO 56(STONE/BOULDER) As directed by Engineer Incharge.
125.78
187783
1492.95
... More
Providing and Laying Reinforced Cement Concrete Pipe NP2 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 parapets Clause 1106. SR.NO 9.4 P.NO 34 As directed by Engineer Incharge.
45
188253
4183.42
... More
Semi Reflective Traffic Signs: Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.SR.NO.10.2 (B) P.NO.39 As directed by Engineer Incharge.
-
-
-
... More
600 x 450 mm rectangular As directed by Engineer Incharge.
2
18043
9021.96
... More
900 x 600 mm rectangular As directed by Engineer Incharge.
2
18043
9021.96
... More
Painting Two Coats on New Concrete Surfaces 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 SR.NO 10.50 P. NO.40 As directed by Engineer Incharge.
526.59
76429
145.14
... More
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Objectmarkers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the roundand confirming to I.R.C. 79 and the drawingsMORTH 806 Number 1047 21 PWD SSR 2022-23 I.NO 6.15 P.NO 50 As directed by Engineer Incharge.
4
4229
1057.47
... More
Construction of Submersiable Bridge at ch 10/400 on ODR-51 to Kunki to Jalkot to Rawankola to Atnoor Block Jalkot
-
-
-
... 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 SR.NO.2.5 P.NO.9 As directed by Engineer Incharge.
51.7
39187
757.97
... More
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. SR.NO 11.1 P.NO 46 (IN ORDINARY SOIL) As directed by Engineer Incharge.
714.49
384145
537.65
... More
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. SR.NO 11.1 P.NO 45 IN ORDINARY ROCK (NOT REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge.
708.39
476087
672.07
... More
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. SR.NO 11.1 P.NO 45 IN HARD ROCK ( REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge.
123.34
128473
1041.62
... More
Dewatering including diversion of stream,providing cofferdams,bunds,etc.as may be necessary for foundation and other parts of the work and balling out water during and after excavation s required.SR.NO 11.1 A P.NO 46 As directed by Engineer Incharge.
-
-
-
... More
For Abutment As directed by Engineer Incharge.
205.07
30032
146.45
... More
For returns As directed by Engineer Incharge.
238.02
16154
67.87
... More
For PIERS As directed by Engineer Incharge.
226.6
159839
705.38
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 SR.NO 11.2 P.NO 46 II .Rubble Filling For BC soil As directed by Engineer Incharge.
61.67
55759
904.16
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 SR.NO 11.4 P.NO 47 (PCC GRADE M-15) As directed by Engineer Incharge.
62.56
367559
5875.31
... More
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. SR.NO 11.3 P.NO 44 (PCC GRADE M-15) As directed by Engineer Incharge.
112.28
669768
5965.16
... More
Providing steel anchor dowel bars of 32 mm diameter and 4 mlength at the base of the well including drilling holes of 60 mmdiameter up to 2.5 m depth in rock, placing the dowels inposition and effectively grouting the holes with CM 1:1 etccomplete. DSR NO.12.47 PAGE NO.89 PWD DSR 22-23 As directed by Engineer Incharge.
30
207736
6924.56
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m SR.NO 13.1 III P.NO 49 (PCC GRADE M25 FOR ABUTMENTS) As directed by Engineer Incharge
1202.36
8913900
7413.67
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m SR.NO 13.1 III P.NO 49 (PCC GRADE M30 FOR PIER AND ABUTMENTS CAPS,CANTILEVER RETURNS) As directed by Engineer Incharge.
12
88893
7407.81
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202SR.NO 12.7 P.NO 49 As directed by Engineer Incharge.
4.65
292283
62856.71
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SR.NO 12.10 P.NO 50 (GRANULAR MATERIAL) As directed by Engineer Incharge.
22.23
31224
1404.62
... More
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 SR.NO 12.11 P.NO 50 As directed by Engineer Incharge.
44.18
84449
1911.48
... More
II) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 SR.NO 12.9 P.NO 50 As directed by Engineer Incharge.
162
29658
183.08
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 SR.NO 13.1 P.NO 52 (RCC M30 FOR SOLID DECK SLAB) As directed by Engineer Incharge.
107.12
961875
8979.42
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 SR.NO 13.1 P.NO 52 (RCC M30 FOR DERT WALL AND KERBS) As directed by Engineer Incharge.
12.46
90648
7275.12
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SR.NO 13.3 P.NO 52 As directed by Engineer Incharge.
8.19
530381
64759.59
... More
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement @ 38kg/Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3 SR.NO 13.5 P.NO 52 As directed by Engineer Inc
13.5
167104
12378.1
... More
Providing Tar paper bearing of approved quality in propoer size ( SR.NO 13.16 P.NO 54 (V) As directed by Engineer Incharge.
37.43
3478
92.92
... More
III) Expansion joint with 25 mm thick bituminous pad ( Compressible Rubber Pad 2018-19) SR.NO 13.16 P.NO 54 II A As directed by Engineer Incharge.
45.43
38772
853.45
... More
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 SR.NO 13.8 P.NO 53 As directed by Engineer Incharge.
50.57
84922
1679.31
... More
Providing and fixing Granite/Marble tablet of 15 mm to 18 mm thickness ,including making groove in wall / concrate surface filling joints with slurry,curing,polishing,rounding edges,as required cleaning etc complete of size and description as per detailed drawings including embosseing and fitting in 1:2 cm border SR.NO 12.15 P.NO 50 As directed by Engineer Incharge.
0.79
5170
6544.8
... More
Providing and fixing reinforced cement concrete M-15 square/ Circular guard stone including mild steel reinforcement fixing in cement concrete M-8 block including white washing etc. complete as directed by Engineer in charge. Spec. No.:As per directed by Engineer in charge DSR NO.10.11 PAGE NO. 55 As directed by Engineer Incharge.
58
35043
604.19
... More
Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201SR.NO.2.2 P.NO.8 As directed by Engineer Incharge.
-
-
-
... More
(A) In area of non-thorny jungle As directed by Engineer Incharge.
0.08
2379
29742.39
... More
(B) In area of Thornly jungle As directed by Engineer Incharge.
0.08
2929
36616.66
... 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.SR.NO.2.13 P.NO 9 (C) Above 900 mm dia Hume pipe As directed by Engineer Incharge.
17.5
14136
807.82
... More
(iii) Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 SR.NO.3.5 P.NO 14 (III) (BY MECHANICAL MEANS) As directed by Engineer Incharge.
977.85
55297
56.55
... More
Construction of Embankment with Material Obtained from Roadway Cutting,Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 SR.NO.3.3 P.NO 13 As directed by Engineer Incharge.
488.92
35632
72.88
... More
Construction of Embankment with Material Obtained from Borrow Pits,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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 SR.NO.3.4 P.NO 13 As directed by Engineer Incharge.
3202.47
1144786
357.47
... More
Construction of Subgrade and Earthen Shoulders,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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.SR.NO.3.14 P.NO 16 As directed by Engineer Incharge.
143.52
66835
465.69
... More
(A) By Mix in Place Method,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 vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.SR.NO.4.1 P.NO 19 As directed by Engineer Incharge.
57.22
104692
1829.64
... More
2)WBM Grading 2,Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening binding meterials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.SR.NO.4.8 2 P.NO 22 As directed by Engineer Incharge.
68.66
153836
2240.55
... More
(ii) 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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. SR.NO 5.2 P.NO 27 As directed by Engineer Incharge.
429.38
5903
13.75
... More
(i) Low 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 SR.NO 5.1 P.NO 27 As directed by Engineer Incharge.
429.38
32396
75.45
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. SR.NO 4.8(3B) P.NO 21 As directed by Engineer Incharge.
32.2
68388
2123.88
... More
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. SR.NO 5.9 P.No. 29(BY MECHANICAL MEANS BITUMEN VG-30) As directed by Engineer Incharge.
429.38
66553
155
... More
Seal Coat,Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 SR.NO 5.12 P.NO 30 As directed by Engineer In
429.38
28532
66.45
... More
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150mmwith75mm square or round steel tube for support fixed in a concrete block of 60x60x75cm size.Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5mm steelplate.All lettering and painting arrows border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings.(Rate as per RD&WC Deptt.No.CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) SR.NO 10.16 P.NO 42 As directed by Engineer Incharge.
1
28685
28685.01
... More
Providing and Fixing 'Logo' of MMGSY Project,Providing and fixing of typical MMGSY 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 SR.NO 10.16 P.NO 42 As directed by Engineer Incharge.
1
14981
14981.13
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 SR.NO 14.5 P.NO 56(STONE/BOULDER) As directed by Engineer Incharge.
213.04
326164
1531
... More
Providing and Laying Reinforced Cement Concrete Pipe NP2 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 parapets Clause 1106. SR.NO 9.4 P.NO 34 As directed by Engineer Incharge.
45
188253
4183.42
... More
Semi Reflective Traffic Signs: Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.SR.NO.10.2 (B) P.NO.39 As directed by Engineer Incharge.
-
-
-
... More
600 x 450 mm rectangular As directed by Engineer Incharge.
2
18043
9021.96
... More
900 x 600 mm rectangular As directed by Engineer Incharge.
2
18043
9021.96
... More
Painting Two Coats on New Concrete Surfaces 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 SR.NO 10.50 P. NO.40 As directed by Engineer Incharge.
748.3
108608
145.14
... More
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Objectmarkers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the roundand confirming to I.R.C. 79 and the drawingsMORTH 806 Number 1047 21 PWD SSR 2022-23 I.NO 6.15 P.NO 50 As directed by Engineer Incharge.
4
4229
1057.47
... More
C)Construction of Submersiable Bridge at ch 10/400 on ODR-51 to Kunki to Jalkot to Rawankola to Atnoor Block Jalkot
-
-
-
... 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 SR.NO.2.5 P.NO.9 As directed by Engineer Incharge.
86.18
65321
757.97
... More
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. SR.NO 11.1 P.NO 46 (IN ORDINARY SOIL) As directed by Engineer Incharge.
291.56
156757
537.65
... More
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. SR.NO 11.1 P.NO 45 IN ORDINARY ROCK (NOT REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge.
425.65
286066
672.07
... More
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. SR.NO 11.1 P.NO 45 IN HARD ROCK ( REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge.
443
461437
1041.62
... More
Dewatering including diversion of stream,providing cofferdams,bunds,etc.as may be necessary for foundation and other parts of the work and balling out water during and after excavation s required.SR.NO 11.1 A P.NO 46 As directed by Engineer Incharge.
-
-
-
... More
For Abutment As directed by Engineer Incharge.
204.12
29934
146.65
... More
For returns As directed by Engineer Incharge.
82.95
5629
67.87
... More
For PIERS As directed by Engineer Incharge.
74.6
52621
705.38
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 SR.NO 11.2 P.NO 46 II .Rubble Filling For BC soil As directed by Engineer Incharge.
44.8
41073
916.83
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 SR.NO 11.4 P.NO 47 (PCC GRADE M-15) As directed by Engineer Incharge.
69.8
411147
5890.28
... More
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. SR.NO 11.3 P.NO 44 (PCC GRADE M-15) As directed by Engineer Incharge.
78.26
467993
5980.13
... More
Providing steel anchor dowel bars of 32 mm diameter and 4 mlength at the base of the well including drilling holes of 60 mmdiameter up to 2.5 m depth in rock, placing the dowels inposition and effectively grouting the holes with CM 1:1 etccomplete. DSR NO.12.47 PAGE NO.89 PWD DSR 22-23 As directed by Engineer Incharge.
24
166189
6924.56
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m SR.NO 13.1 III P.NO 49 (PCC GRADE M30 FOR ABUTMENTS) As directed by Engineer Incharge.
774.02
6963018
8995.88
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m SR.NO 13.1 III P.NO 49 (PCC GRADE M30 FOR PIER AND ABUTMENTS CAPS,CANTILEVER RETURNS) As directed by Engineer Incharge.
18.59
167188
8995.88
... More
Supplying, fitting and placing ( Fe 415 ) TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202SR.NO 12.7 P.NO 49 As directed by Engineer Incharge.
42.1
2646710
62862.75
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SR.NO 12.10 P.NO 50 (GRANULAR MATERIAL) As directed by Engineer Incharge.
199.76
280579
1404.62
... More
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 SR.NO 12.11 P.NO 50 As directed by Engineer Incharge.
328.57
632211
1924.16
... More
II) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 SR.NO 12.9 P.NO 50 As directed by Engineer Incharge.
108
19772
183.08
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 SR.NO 13.1 P.NO 52 (RCC M30 FOR SOLID DECK SLAB) As directed by Engineer Incharge.
180.12
1620355
8995.88
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 SR.NO 13.1 P.NO 52 (RCC M30 FOR DERT WALL AND KERBS) As directed by Engineer Incharge.
6.86
61747
8995.88
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SR.NO 13.3 P.NO 52 As directed by Engineer Incharge.
14.91
965526
64765.63
... More
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement @ 38kg/Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3 SR.NO 13.5 P.NO 52 As directed by Engineer Incharge.
15.75
195217
12394.79
... More
Providing Tar paper bearing of approved quality in propoer size ( SR.NO 13.16 P.NO 54 (V) As directed by Engineer Incharge.
25.69
2387
92.92
... More
III) Expansion joint with 25 mm thick bituminous pad ( Compressible Rubber Pad 2018-19) SR.NO 13.16 P.NO 54 II A As directed by Engineer Incharge.
25.01
21343
853.45
... More
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 SR.NO 13.8 P.NO 53 As directed by Engineer Incharge.
67
112513
1679.31
... More
Providing and fixing Granite/Marble tablet of 15 mm to 18 mm thickness ,including making groove in wall / concrate surface filling joints with slurry,curing,polishing,rounding edges,as required cleaning etc complete of size and description as per detailed drawings including embosseing and fitting in 1:2 cm border SR.NO 12.15 P.NO 50 As directed by Engineer Incharge.
0.79
5150
6544.8
... More
Providing and fixing reinforced cement concrete M-15 square/ Circular guard stone including mild steel reinforcement fixing in cement concrete M-8 block including white washing etc. complete as directed by Engineer in charge. Spec. No.:As per directed by Engineer in charge DSR NO.10.11 PAGE NO. 55 As directed by Engineer Incharge.
51
30813
604.19
... More
Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201SR.NO.2.2 P.NO.8 As directed by Engineer Incharge.
-
-
-
... More
(A) In area of non-thorny jungle As directed by Engineer Incharge.
0.08
2379
29742.39
... More
(B) In area of Thornly jungle As directed by Engineer Incharge.
0.08
2929
36616.66
... 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.SR.NO.2.13 P.NO 9 (C) Above 900 mm dia Hume pipe As directed by Engineer Incharge.
87.5
70684
807.82
... More
(iii) Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 SR.NO.3.5 P.NO 14 (III) (BY MECHANICAL MEANS) As directed by Engineer Incharge.
2548.09
144094
56.55
... More
Construction of Embankment with Material Obtained from Roadway Cutting,Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 SR.NO.3.3 P.NO 13 As directed by Engineer Incharge.
24.04
1752
72.88
... More
Construction of Embankment with Material Obtained from Borrow Pits,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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 SR.NO.3.4 P.NO 13 As directed by Engineer Incharge.
1493.4
568761
380.85
... More
Construction of Subgrade and Earthen Shoulders,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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.SR.NO.3.14 P.NO 16 As directed by Engineer Incharge.
221.61
108611
490.1
... More
(A) By Mix in Place Method,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 vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.SR.NO.4.1 P.NO 19 As directed by Engineer Incharge.
24.96
48131
1928.33
... More
2)WBM Grading 2,Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening binding meterials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.SR.NO.4.8 2 P.NO 22 As directed by Engineer Incharge.
204.96
462740
2257.71
... More
(ii) 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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. SR.NO 5.2 P.NO 27 As directed by Engineer Incharge.
908.2
12487
13.75
... More
(i) Low 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 SR.NO 5.1 P.NO 27 As directed by Engineer Incharge.
158.2
11937
75.46
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. SR.NO 4.8(3B) P.NO 21 As directed by Engineer Incharge.
68.12
145892
2141.85
... More
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. SR.NO 5.9 P.No. 29(BY MECHANICAL MEANS BITUMEN VG-30) As directed by Engineer Incharge.
908.2
141034
155.29
... More
Seal Coat,Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 SR.NO 5.12 P.NO 30 As directed by Engineer Incharge.
908.15
60446
66.56
... More
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150mmwith75mm square or round steel tube for support fixed in a concrete block of 60x60x75cm size.Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5mm steelplate.All lettering and painting arrows border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings.(Rate as per RD&WC Deptt.No.CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) SR.NO 10.16 P.NO 42 As directed by Engineer Incharge.
1
28685
28685.01
... More
Providing and Fixing 'Logo' of MMGSY Project,Providing and fixing of typical MMGSY 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 SR.NO 10.16 P.NO 42 As directed by Engineer Incharge.
1
14981
14981.13
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 SR.NO 14.5 P.NO 56(STONE/BOULDER) As directed by Engineer Incharge.
114.4
176603
1543.68
... More
Providing and Laying Reinforced Cement Concrete Pipe NP2 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 parapets Clause 1106. SR.NO 9.4 P.NO 34 As directed by Engineer Incharge.
43.75
183024
4183.42
... More
Semi Reflective Traffic Signs: Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.SR.NO.10.2 (B) P.NO.39 As directed by Engineer Incharge.
-
-
-
... More
600 x 450 mm rectangular As directed by Engineer Incharge.
2
18043
9021.96
... More
900 x 600 mm rectangular As directed by Engineer Incharge.
2
18043
9021.96
... More
Painting Two Coats on New Concrete Surfaces 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 SR.NO 10.50 P. NO.40 As directed by Engineer Incharge.
637.79
92568
145.14
... More
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Objectmarkers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the roundand confirming to I.R.C. 79 and the drawingsMORTH 806 Number 1047 21 PWD SSR 2022-23 I.NO 6.15 P.NO 50 As directed by Engineer Incharge.
4
4229
1057.47
... More
MMGSY / PMGSY Maintenance Information Board- Providing and fixing of typical MMGSY / PMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. SR.NO 10.23 A P.NO 40 As directed by Engineer Incharge.
1
18382
18382
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