Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Feb 2024
Closing Date22 Feb 2024
Tender Amount₹ 9,55,25,000
Costs
EMD
₹ 9,56,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_100803_6Bid Award Id
ViewTender No
CCERWCSBD Online - 58/2023-24Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
... More
Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.
9520
249138
26.17
... More
Construction of granular sub-base (Grading III) by providing Moorum & sand spreading in uniform layers with 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 MORD Technical Specification Clause 401 as per direction of Engineer-in-Charge.
4424.3
5986211
1353.03
... More
Providing, laying, spreading and compacting moorum including spreading in uniform thickness, rolling with three wheeled steel roller8-10 tonnes in stages to proper grade and chamber to the required density as per clause 404 but excluding the charges of GST as per direction of Engineer-in-Charge.
1071
1163223
1086.11
... 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 wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 but excluding the charges of GST as per direction of Engineer-in-Charge.
-
-
-
... More
Grading No. -II (63-45mm size) with crusable screening like moorum and sand admixure
1365.53
4621786
3384.61
... More
Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure
1365.53
4777101
3498.35
... More
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 0.60 kg/sqm using mechanical means and including cost conveyance & royality of all materials & cost of all labour & T&P required for the work hire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
18207
661824
36.35
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specification for road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
18207
235598
12.94
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 grade Penetration Grade Bitumen 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 Type C as per Technical Specification Clause 508 & as per direction of Engineer-in-Charge.
18207
3531975
193.99
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 with VG-30Grade Penetration Grade Bitumen & as per direction of Engineer-in-Charge
18207
1384278
76.03
... More
CEMENT CONCRETE ROAD
Excavation for roadwork in soil with hydraulic excavation of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with reuirements of lines, graddes and cross sections, and transporting to the embankment location within all lifts and leads upto 100m as per direction of Engineer-in-Charge
36.75
2099
57.12
... More
Construction of granular sub-base (Grading III) by providing Moorum & sand spreading in uniform layers with 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 MORD Technical Specification Clause 401 as per direction of Engineer-in-Charge.
567
767168
1353.03
... 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 wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 but excluding the charges of GST as per direction of Engineer-in-Charge.(WBM-Gr-III)
393.75
1377475
3498.35
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
10.5
8607
819.77
... More
PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.
15.75
86276
5477.88
... More
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse & fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity & appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the Engineer-in-Charge
1023.75
6943052
6781.98
... More
CROSS DRAINAGE WORKS
Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
1513.64
319316
210.96
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
329.14
269820
819.77
... More
Plain Cement Concrete M-10 Nominal mix(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
61.79
351235
5684.34
... More
PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.
248.89
1363400
5477.88
... More
PCC M-15 grade in Sub Structure using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.
1034.52
5813909
5619.91
... More
Providing & laying Plain Cement Concrete M-20 Nominal Mix (1:2.4) in Foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
19.38
123352
6364.96
... More
Providing & laying Plain Cement Concrete M-20 Nominal Mix (1:2.4) in Sub structure as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
98
637686
6507
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts 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 of MoRD but excluding the charges of GST & as per direction of the Engineer-in-Charge.
-
-
-
... More
1000 mm dia Single Row
97.5
625238
6412.7
... More
Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
156.56
1391066
8885.2
... More
Providing Concrete for reinforced cement concrete of M25 in Foundation complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge
19.35
130725
6755.82
... More
Providing Concrete for reinforced cement concrete of M25 in Substructure complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge
15
126349
8423.32
... More
Providing Concrete for reinforced cement concrete of M25 in Superstructure complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge
74.93
684725
9137.96
... More
R.C.C M-30 grade in wearing course using 20mm and down grade BHGCB chips of approved quality from approved quarry including hoisting lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including watering and curring with cost conveyance royality of all materials required for the work including all labour,T&P for the work etc complete but excluding the charges of GST in all respect as per the specification and direction of Engineer-in-charge.
2.81
19069
6779.08
... More
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge.
207
22306
107.76
... 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
38.79
107293
2766.02
... More
PROTECTION WORK
-
-
-
... More
Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
676
142608
210.96
... More
Filling in foundation trenches as per drawing and technical specification clause 305.3.9 of MORDand as per direction of Engineer in charge
105
86075
819.77
... More
Plain Cement Concrete M-10 Nominal mix(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
51
289901
5684.34
... More
Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
54
295805
5477.88
... More
Plain cement concrete in Sub structure Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
746.7
4196386
5619.91
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7and as per direction of EIC.
349
37608
107.76
... More
Providing and laying pitching withH.G Stone Boulderslopes laid over prepared surface including cost of all labour T&P etc complete as per direction of Engineer-in Charge
80
177152
2214.4
... More
Providing Gravel backing including cost, conveyance, royality etc complete as per direction of Engineer-in Charge
40
57854
1446.35
... More
ROAD APPURTENANCES
-
-
-
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 and as per direction of EIC
-
-
-
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600mm equilateral triangle
22
46369
2107.7
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800mm x600mm rectangular ( For Place Indentification)
2
4484
2242.02
... More
Providing and fixing of typical 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 and as per direction of EIC
2
26140
13070.21
... More
Providing and fixing of typical CITIZEN INFORMATION 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 and as per direction of Engineer-in Charge
2
12886
6443.05
... More
Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1800mmx1200mm Rectangle)
1
28267
28267
... More
Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge.
-
-
-
... More
Fixing of 5th. Km. Stone
3
11916
3972.11
... More
Fixing of Km. Stone
16
37835
2364.7
... More
Fixing or 200m Stone
25
16950
678
... More
Guide Post (M-20)
150
127665
851.1
... More
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Enginee
-
-
-
... More
1st year
1283.75
318343
247.98
... More
2nd year
1540.5
382012
247.98
... More
3rd year
1604.69
397929
247.98
... More
4th year
1668.87
413846
247.98
... More
5th year
1733.06
429763
247.98
... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
-
-
-
... More
1st year
16
20767
1297.98
... More
2nd year
16
20767
1297.98
... More
3rd year
16
20767
1297.98
... More
4th year
16
20767
1297.98
... More
5th year
16
20767
1297.98
... More
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910
-
-
-
... More
1st year
6.3
7464
1184.82
... More
2nd year
6.3
7464
1184.82
... More
3rd year
6.3
7464
1184.82
... More
4th year
6.3
7464
1184.82
... More
5th year
6.3
7464
1184.82
... More
Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
... More
1st year
267.75
77125
288.05
... More
2nd year
214.2
61700
288.05
... More
3rd year
267.75
77125
288.05
... More
4th year
214.2
61700
288.05
... More
5th year
267.75
77125
288.05
... More
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
... More
1st year
535.5
18860
35.22
... More
2nd year
696.15
24518
35.22
... More
3rd year
749.7
26404
35.22
... More
4th year
776.48
27347
35.22
... More
5th year
803.25
28290
35.22
... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
... More
1st year
1249.5
17293
13.84
... More
2nd year
1499.4
20751
13.84
... More
3rd year
1156.68
16008
13.84
... More
4th year
1436.93
19887
13.84
... More
5th year
1749.3
24210
13.84
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
-
-
-
... More
1st year
192
4930
25.68
... More
2nd year
192
4930
25.68
... More
3rd year
192
4930
25.68
... More
4th year
192
4930
25.68
... More
5th year
192
4930
25.68
... More
Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD
-
-
-
... More
1st year
6.3
4138
656.88
... More
2nd year
6.3
4138
656.88
... More
3rd year
6.3
4138
656.88
... More
4th year
6.3
4138
656.88
... More
5th year
6.3
4138
656.88
... More
Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year
35
4380
125.16
... More
2nd year
31
3879
125.16
... More
3rd year
23
2878
125.16
... More
4th year
23
2878
125.16
... More
5th year
24
3003
125.16
... More
Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year
132
987
7.48
... More
2nd year
126
942
7.48
... More
3rd year
80
598
7.48
... More
4th year
85
635
7.48
... More
5th year
70
523
7.48
... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
... More
1st year
892.5
2275
2.55
... More
2nd year
714
1820
2.55
... More
3rd year
892.5
2275
2.55
... More
4th year
892.5
2275
2.55
... More
5th year
1071
2731
2.55
... More
Construction of Bridge over River "AKUR"on Main Road to Badaguda road
-
-
-
... More
Earthwork in cutting of over burden earth for road way/ bridge works in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
3581.22
629578
175.8
... More
Earthwork in excavation for Road /CD works, toe wall/ retaining wall, R.C.C culverts/ box culverts and other structures in all kinds of soil including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, dewatering from foundation if required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 304 & 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2143.5
663627
309.6
... More
Providing RCC of grade M-25 grade in Foundation/Sub Structure/ Super Structure as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 & 2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge.
-
-
-
... More
Railing & Post
122.66
328988
2682.12
... More
Deck Slab
347.98
3640490
10461.72
... More
RCC of grade M-30 in substructure, super-structure i.e. girders,deck slab, kerb, dirt wall, wearing coat, approach slab, return wall, abutment & pier shaft caps etc. including cost, conveyance, royality of all materials including watering, curing, centering, shuttering etc complete as per approved drawing and technical specifications as per Section-900, 1000, 1600, 1700, 2205, 2302, 2303, 2305.2, 2305.3.1,2308, 2309, 2702, 2703 & 2704 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
... More
Foundation
399.23
2763408
6921.88
... More
Sub Structure
16.62
142272
8561.87
... More
Super Structure
498.58
4395755
8816.55
... More
Dart Wall
13.29
150974
11363.4
... More
Approach Slab
17.05
124289
7288.45
... More
Providing & laying50 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.20 mm nominal size @ 0.005 cum per 10 sqm and at an approximate spacing of 10cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade, protruding 1 mm to 4 mm over mastic surface all complete as per clause 515 of MoSRT&H Specifications for Road& Bridge work (4th Revision)
459.59
1058003
2302.04
... More
Providing, Cutting, Bending, Binding, Straightening & Placing of HYSD bars confirming to grade I.S.1786-2008 (Fe-500D) in bridge work and other structural work etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
1433.98
12741199
8885.2
... More
Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
50.7
623069
12289.33
... More
Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate (50mm size) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
176.45
488061
2766.02
... More
Providing weep holes in abutment of bridge work and retaining wall etc with 100mm dia A.C. pipe as per approved drawing and technical specifications as per Section 2200, 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
270.9
29192
107.76
... More
Providing and fixing R.C.C. M-20 grade guard posts of 1000mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
204
173624
851.1
... More
Providing Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30 cm (minimum) and above and weighing not less than 40Kg/each as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge.
731.89
1725425
2357.5
... More
Providing and laying P.C.C (1:3:6) in Foundation/ Sub Structure of wall, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
171.73
976177
5684.34
... More
Providing and laying P.C.C (1:3:6) below approch slab/ Foundation of ratain wall as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
9.13
53177
5826.38
... More
Providing and laying P.C.C M-15 grade in open foundation,/Sub Structure, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
543.63
3097146
5697.19
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications…
-
-
-
... More
GRANULAR MATERIAL
236.17
193603
819.77
... More
SANDY MATERIAL
584.97
816119
1395.14
... More
Providing, laying tar papers of approved quality confirming to ISI specification above pier & abutment caps to receive concreting for slab casting including all cost , carriage & taxes etc complete as per specification & direction of Engineer-in-Charge
58.27
1000
17.17
... More
Painting two coats of water based cement paint of approved quality on new concrete surface at any elevation including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-
Charge.
974.55
144233
148
... More
RETAINING WALL & DRAIN
-
-
-
... More
Earthwork in excavation in foundation in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in
180
37972
210.96
... More
Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge.
195.6
160347
819.77
... More
Providing Plain Cement Concrete of Nominal Mix of (1:3:6) in open foundations comepte as per drawings and as per direction of Engineer in Charge.
32.4
184172
5684.34
... More
Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth
404
2270443
5619.91
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical
160
17241
107.76
... More
Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete
148.8
350796
2357.5
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