Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Apr 2022
Closing Date6 May 2022
Tender Amount₹ 6,88,19,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_117118_1Bid Award Id
ViewTender No
OR22346Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Road-C
14170
-
1.53
Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202
-
-
-
Road-A
24
-
432.75
Road-B
24
-
432.75
Road-C
18
-
432.75
Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
-
-
-
Road-A
863.55
-
28.65
Road-B
762.42
-
28.65
Road-C
351.04
-
28.65
Construction of embankment/ subgrade/ earthen shoulders with approved materials obtained from borrow pits transporting to site with all leads and lifts, including carriage by mechanical means, spreading, grading to required slope & compacted to meet requirement of table 300.1 and 300.2 as per Technical Specification Clause 301 (for embankment) / 303 (for subgrade & earthen shoulder) of MORD and as per direction of Engineer in charge.
-
-
-
Road-A
11700.35
-
163.21
Road-B
15540.37
-
163.21
Road-C
10114.54
-
163.21
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 etc.complete as per the direction of the Engineer-in-charge.
-
-
-
Road-A
24019.33
-
18.7
Road-B
36029
-
18.7
Road-C
54029
-
18.7
Construction of Soil aggregate base / sub base by providing well graded material, 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 400.1as per direction of Engineer-in-Charge
-
-
-
Road-A
3959.06
-
438.54
Providing, Laying, Spreading and Compacting locally available soil/moorum of CBR ≥ 5% mixed 1% cement and 0.6 kg /cum organosilane Nanotechnology and 0.6kg/cum acrylic copolymer to achieve Stabilized Hard Shoulders . Application: (1) Rip and loosen soil/moorum with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. (2) Spread 1% of Cement by weight of soil/moorum as per mix design provided and mix with tractor operated rotavator. (3) Prepare and apply 0.6 kg /cum organosilane Nanotechnology and 0.6kg/cum acrylic copolymer mixed in OMC water (1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator. (4).Compact the stabilized soil cement layer with 8 to 10 tonne vibratory roller to achieve stabilized Hard Shoulder with the desired density and thickness.
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225)
-
-
-
Road-B
1533.42
-
693.16
Road-C
1159.32
-
692.33
Stabilized Sub-base : Providing, Laying, Spreading and Compacting 70% in-situ/borrow area soil of CBR ≥ 5% mixed with 30% GSB Grade-II as per mix design. Application: (1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates/GSB II Material as per mix design with rotavator. (2) Spread required percentage of Cement by weight of soil aggregate mix as per mix design provided and mix with tractor operated rotavator. (3) Prepare and apply 0.75 kg /cum organosilane Nanotechnology and 0.75kg/cum acrylic copolymer mixed in OMC water (1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator. (4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stabilized layer with the desired density and thickness.
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225)
-
-
-
Road-B
1573.53
-
1866.52
Road-C
1074.3
-
1849.04
Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to required density as per Technical Specification Clause 405 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
Road-A
-
-
-
WBM Grading II ( With Crushable Materials as interstics filling)
1248.02
-
1946.2
WBM Grading III ( With Crushable Materials as interstics filling)
1205.83
-
2066.65
Road-B
-
-
-
WBM Grading II ( With Crushable Materials as interstics filling)
73.13
-
1797.78
WBM Grading III ( With Crushable Materials as interstics filling)
1066.07
-
1918.24
Road-C
-
-
-
WBM Grading III ( With Crushable Materials as interstics filling)
805.72
-
1868.77
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 MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
-
-
-
Road-A
16077.75
-
53.84
Prime Coat : Preparing and applying of water soluble "Terraprime" organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (1000 ppm TDS) in the ratio of 1 kg silane : 100 kg cationic bitumen emulsion : 200 liter water . Take 1 kg of silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution at the rate of 1 liter per sqm on compacted stone base. Check quality of bitumen emulsion before bulk use.
Terraprime IRC accreditation : IRC-24(7)/2017 (ACC-234)
-
-
-
Road-B
14214.25
-
25.3
Road-C
10743
-
24.96
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 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
Road-A
16077.75
-
17.77
Tack Coat : Preparing and applying of water soluble "Nanotac" organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion RS1 and water (1000 ppm TDS) in the ratio of 1.4 kg silane : 100 kg cationic bitumen emulsion : 200 liter water . Take 1.4 kg of silane nanotechnology and add in 100 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution at the rate of 0.3 liter per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Check quality of bitumen emulsion before bulk use.
-
-
-
Road-B
14214.25
-
8.58
Road-C
10743
-
8.69
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compacted of 13.2 mm to 5.6 mm aggregates using Bitumen Emulsion(Cold Mix) @ 21.5 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 508.2 of MoRD and as per direction of Engineer-in-Charge(Cold Mix Bitumen)
-
-
-
Road-A
16077.75
-
208.87
Providing and laying bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
-
-
-
Road-B
426.43
-
11267.37
Road-C
322.3
-
11251.97
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 of MORD with bitumen Emulsion SS-1 laid by manual means and as per direction of Engineer-in-Charge. (COLD MIX).
-
-
-
Road-A
16077.75
-
87.59
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, M30 (grade) coarse and 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 and 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 and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
-
-
-
Road-A
101.25
-
5560.42
Construction of Panelled cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine 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 and 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 and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
-
-
-
Road-B
205.13
-
5382.69
Road-C
67.5
-
5329.16
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.
-
-
-
Road-A
1233.64
-
305.89
Road-B
1153.75
-
305.89
Road-C
738.94
-
305.89
Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.
-
-
-
Road-A
161.89
-
500.58
Road-B
187.22
-
500.58
Road-C
113.59
-
500.58
Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
-
-
-
Road-A
393.86
-
4438.43
Road-B
396.1
-
4303.58
Road-C
149.26
-
4255.9
Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the engineer-in-charge.
-
-
-
Road-A
10.28
-
431.29
Road-B
6.4
-
431.29
Road-C
12.9
-
431.29
Plain cement concrete (nominal mix 1:2.5:5) M-15 in Sub structure complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
-
-
-
Road-A
534.05
-
4687.46
Road-B
511.35
-
4544.83
Road-C
447.62
-
4494.39
Providing and laying Reinforced Cement concrete M-25 in Super-structure as per drawings and technical spesifications clause 800,1205.4 & 1205.5 of MORD as per direction of Engineer-in-charge.
-
-
-
Road-A
-
-
-
Foundation
52.5
-
5808.24
Substructure
38.18
-
6150.05
Superstructure
81.64
-
6696.96
Road-B
-
-
-
Foundation
40.8
-
5645.63
Substructure
36.68
-
5977.64
Superstructure
61.53
-
6508.88
Road-C
-
-
-
Superstructure
25.23
-
6441.56
Supplying, fitting and placing HYSD bar reinforcement per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
-
-
-
Road-A
-
-
-
in foundation
42
-
10509.58
in sub structure
35.94
-
10525.4
In super structure
78.82
-
10647.06
Road-B
-
-
-
in foundation
36.72
-
10503.61
in sub structure
30.65
-
10519.43
In super structure
66.51
-
10641.09
Road-C
-
-
-
in sub structure
5.89
-
10515.17
In super structure
34.91
-
10636.83
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work
-
-
-
Road-A
-
-
-
1000 mm dia Single Row
60
-
6799.73
Road-B
-
-
-
1000 mm dia Single Row
37.5
-
6725.24
Road-C
-
-
-
1000 mm dia Single Row
75
-
6700.37
Construction of R.C.C railling of M 25 grade in cast-in-situ with 20 mm nominal size aggreagate, true to line and grade, tolerance of vertical ralling post not to exceed 1 in 500, centre to - centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 and as per the direction of the Engineer-in-charge
-
-
-
Road-A
28
-
3827.94
Road-B
27.2
-
3803.46
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
-
-
-
Road-A
12.16
-
13822.25
Road-B
11.94
-
13658.07
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
Road-A
416
-
190.97
Road-B
362
-
190.88
Road-C
262
-
190.84
Providing and laying boulder appron for bed protection & pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & 1302
-
-
-
Road-A
105.54
-
1513.03
Road-B
85.98
-
1365.84
Road-C
25.2
-
1316.78
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 MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
-
-
-
Road-A
54.63
-
1970.21
Road-B
59.72
-
1823.02
Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications including cost convyance taxes of all materials, cost of all labours, T & P required for the work etc.complete and as per direction of the Engineer -in- charge.
-
-
-
Road-A
15
-
257.07
Road-B
15
-
257.07
Providing and fixing typical PMGSY informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded 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 enamelled on both sides.Lettering and printing arrows, boarder 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
-
-
-
Road-A
3
-
10161.2
Road-B
3
-
10127.21
Road-C
3
-
10115.2
Fixing of road cautionary Sign
-
-
-
Road-A
14
-
1493.31
Road-B
22
-
1476.31
Road-C
7
-
1470.3
Reinforced Cement Concrete M15 grade kilometer 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
-
-
-
Road-A
-
-
-
Ordinary Kilometer stone (Precast)
5
-
2006.44
200m stone (Precast)
18
-
621.86
Road-B
-
-
-
Ordinary Kilometer stone (Precast)
3
-
1967.91
200m stone (Precast)
17
-
614.91
Road-C
-
-
-
Ordinary Kilometer stone (Precast)
4
-
1954.25
200m stone (Precast)
12
-
612.4
Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.
-
-
-
Road-A
45
-
669.8
Road-B
215
-
658.8
Road-C
50
-
654.87
Fixing of direction & place identification Sign
-
-
-
Road-A
2
-
1945.52
Road-B
2
-
1928.52
Road-C
2
-
1922.51
Providing and fixing of typical PMGSY Citizen informatory sign board as per MORD specifications and drawing. 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 and as per direction of Engineer-in charge
-
-
-
Road-A
3
-
16665.82
Road-B
3
-
16593
Road-C
3
-
16567.25
Routine Maintenance
-
-
-
Road-A
-
-
-
Routine Maintenance after completion of construction works for 1 st year
4.4
-
67792.21
Routine Maintenance after completion of construction works for 2 nd year
4.4
-
81350.65
Routine Maintenance after completion of construction works for 3 rd year
4.4
-
94909.09
Routine Maintenance after completion of construction works for 4 th year
4.4
-
108467.53
Routine Maintenance after completion of construction works for 5 th year
4.4
-
122025.98
Road-B
-
-
-
Routine Maintenance after completion of construction works for 1 st year
4.3
-
64485.05
Routine Maintenance after completion of construction works for 2 nd year
4.3
-
77382.06
Routine Maintenance after completion of construction works for 3 rd year
4.3
-
90279.07
Routine Maintenance after completion of construction works for 4 th year
4.3
-
103176.08
Routine Maintenance after completion of construction works for 5 th year
4.3
-
116073.09
Road-C
-
-
-
Routine Maintenance after completion of construction works for 1 st year
3.02
-
61494.8
Routine Maintenance after completion of construction works for 2 nd year
3.02
-
73793.75
Routine Maintenance after completion of construction works for 3 rd year
3.02
-
86092.72
Routine Maintenance after completion of construction works for 4 th year
3.02
-
98391.68
Routine Maintenance after completion of construction works for 5 th year
3.02
-
110690.63
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