Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date9 Dec 2021
Closing Date15 Dec 2021
Tender Amount₹ 5,21,81,049
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_73616_33Bid Award Id
ViewTender No
CCERWCSBD Online-17/2021-22Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201.1. and as per direction of Engineer-in-Charge.
22560
-
5.76
Earthwork in excavation for foundation of structures in hard soil upto 3 m depth as per drawing and technical specification includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
1744.53
-
188.79
Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoSRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge.
26642.12
-
128.91
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
715.07
-
28.65
Excavation of roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with all leads and lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.of MORD and as per direction of the Engineer-in-charge.
3457.66
-
48.88
Cutting in disintegrated rock(D.I) not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.50m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered.
561.87
-
424.35
Excavation of roadway in hard rock (requiring blasting) by drilling, blasting and breaking loading and disposal of cut rocks with all leads and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302 of MORD and as per direction of the Engineer-in-charge.
86.44
-
112.52
Excavation of roadway in hard rock (blasting prohibited) by drilling, blasting and breaking loading and disposal of cut rocks with all leads and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302 of MORD and as per direction of the Engineer-in-charge.
216.1
-
257.18
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.
4004.33
-
17.28
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.
199.16
-
400.33
Construction of granular Sub-base by providing Close graded Granular sub-base Grading-III material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC ,as per Clause 401 of MoSRT&H Specifications for road & Bridge works etc. complete as per specification & direction of Engineer in charge.
4900.08
-
1935.03
Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) etc. complete as per direction of Engineer-in-charge.
5397.58
-
1798.47
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using manual means for low porosity surface and as per direction of Engineer in Charge.
25525.5
-
36.4
Providing and applying tack coat with Bitumen emulsion (RS) at the rate of 0.20 to 0.40 kg per sqm on the prepared granular surfaces treated with primer using manual means & as per direction of the Engineer-in-Charge.
25525.5
-
11.97
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision) Grading II (19 mm nominal size) etc. complete as per direction of Engineer-in-charge.
1276.28
-
7633.5
Providin & laying Semi dense 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 site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) as per direction of the Engineer-in-Charge.
638.14
-
9730.88
Construction of Unreinforced 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 25 mm & using Plasticizer as approved, 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, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant on the joint as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per Clause 1501 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.
408.38
-
6421.92
Cement concrete (1:3:6) in foundation & plinth with 4cm. hard granite broken metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.
115.43
-
4606.36
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 Clause 600,700&1200 of MoRD and as per direction of the Engineer-in-Charge.
176
-
104.9
Supplying and laying R.C.C. Hume pipes of NP3 class(confirming to relevant IS specification) for culverts including fixing collar with cement mortar 1:3 including cost, conveyance royality, labour, T&P,all other materials required for the work etc.complete as per direction of Engineer-in-charge.
-
-
-
1000 mm dia Single row
70
-
4689.36
1000mm dia Double row
30
-
4689.36
Providing cement concrete M-15 with clean hard granite chips of 40mm. down graded size of approved quality and specification from approved quarry consistent with strength & cover of concrete of in position in layers not exceeding 150mm thick in the proper packing by means of vibrator to proper slope and to the required level including hoisting lowering laying concrete providing side shuttering & finishing all exposed surface smooth supplying & working of pumps, labour & T&P articles & all machineries, dewatering if required cost conveyance, royality & taxes of all materials complete as per specification & direction of the Engineer-in-Charge complete in all rerspects.
-
-
-
In Foundation
205.14
-
4341.42
in sub structure
473.99
-
4444.57
Rough stone dry packing in aprons & revetments with hard granite stone of 30cm.size & above having individual weight not less than 40kg. of approved quality from approved quarry including cost, conveyance royality & taxes of all materials, cost of all labour including filling the interstics with small key stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. complete as per specification & direction of the Engineer-in-Charge.
84.66
-
1568.35
R.C.C of design mix M-25 having minimum cube strength of 250Kg./sqcm. on 150mm. cube at 28 days with clean hard granite chips of approved quality from approved quarry of IRC grading using minimum quantity of cement as per clause 303.5 of IRC-21/2000 & IS-456/2000 including hoisting,lowering & laying concrete in layers not exceeding 15cm in thick to the required thickness & compacting each layer by means of vibrator as per direction of the Engineer-in-Charge including watering & curing for 28 days including water tight shutterng & finishing the exposed surface smooth, providing grooves & beads where necessary with working of pumps, dewatering if required & other T&P machineries as may be required for the work including cost, conveyance royality, taxes etc. of all materials with all leads and lifts required for the work complete in all respect including cost of all labour excluding cost, conveyance of MS/Tor Steel labour for straightening, cutting, bending, binding & tying the grills & placing in proper position as per specification & approved drawing(to be paid separately as required for R.C.C. works) .
-
-
-
foundation
21
-
5492.92
In sub structure
24.27
-
6990.67
in superstructure
33.89
-
7657.5
R.C.C railing
14
-
2157.57
R.C.C. of M-30 in wearing coat as per IRC specification having minimum cube strtength of 300Kg/per Sqcm.on 150mm.cube at 28 days using minimum quantity of cement as per clause 303.5of IRC - 21- 1987 & 1S - 456 - 2000 with clean crusher broken 20mm. size down graded hard granite chips of approved quality from approved quarry including lowering hoisting & laying concrete not exceeding 150mm. thick as per the direction of the Engineer-in-Charge to the required level with proper compaction of each layer of the concrete by means of vibrator providing side steel shuttering, watering, finishing the exposed surface smooth providing grooves & beads where necessary including supplying T&P article & all other machinery required including cost, conveyance, royality & taxes of all materials required for the work with all leads & lifts required etc. complete in all respects excluding cost, carriage of Tor Steel & labour charges for straightening, cutting, bending, binding & tying the grills. etc complete as per Engineer in charge.
4.86
-
5508.64
Supply of HYSD bars confirming to grade Fe - 500D cutting bending, binding, lapping, splicing, welding etc. (conforming to IS 1786/1985 specification & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying in position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor ) standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987 as per direction of the Engineer in charge.
77.03
-
8980.1
Providing& laying filter media in the rear of abutment & wing walls with 45mm. size clean hand broken granite metal of approved quality from approved quarry with smaller size towards soil & bigger size towards wall & providing over the entire surface behind the abutment, wing wall, return wall to the full height complete to firm condition complete as per drawing and technical specification clause 2504 of MORTH & direction of the Engineer-in-Charge including cost,conveyance royality & taxes of all labour, materials T&P articles required for the work etc. complete.
57.68
-
1984.93
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 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.
-
-
-
i) 600mm equilateral triangle
15
-
1879.78
ii) 600mm dia circular
15
-
1755.84
Providing & fixing guard stones of R.C.C. M-15 grade guard / boundary post of standard design as per IRC-25 fixed position as per drawing and MoRD Technical Specifications Clause 1700 and as per direction of Engineer-in-charge.
100
-
603.59
Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
i) 5th Kilometer stone (Precast)
2
-
3090.76
ii) Ordinar kilometer stone(Precast)
3
-
1834.08
iii) 200 Mtr. Stone(Precast)
20
-
559.07
Providing and fixing of typical MMSY 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 Clause 1701 and Annexure 1700.1 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.
2
-
9023.29
Providing and Laying of Hot Applied Thermoplastic Compound 2.5mm thick including reflectorising glass beads@250 gms per sqm area,thicknessof 2.5mm is exclusive of surface applied glass beads as per IRC:35 and as per direction of Engineer-in-charge..
1061.67
-
391.05
Routine Maintenance
-
-
-
Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.
-
-
-
1st Year
765
-
290.78
2nd Year
918
-
290.78
3rd Year
1071
-
290.78
4th Year
1224
-
290.78
5th Year
1377
-
290.78
Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
1st Year
885
-
36.12
2nd Year
1062
-
36.12
3rd Year
1239
-
36.12
4th Year
1416
-
36.12
5th Year
1593
-
36.12
Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
1st Year
825
-
14.2
2nd Year
990
-
14.2
3rd Year
1155
-
14.2
4th Year
1320
-
14.2
5th Year
1485
-
14.2
Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat as per clause 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
1st Year
253.5
-
293.25
2nd Year
304.2
-
293.25
3rd Year
354.9
-
293.25
4th Year
405.6
-
293.25
5th Year
456.3
-
293.25
Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge.
-
-
-
1st Year
1
-
1297.98
2nd Year
1
-
1297.98
3rd Year
1
-
1297.98
4th Year
2
-
1297.98
5th Year
2
-
1297.98
Maintenance of 200 m stones and km stones by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200mtr. and KM. stone and 5 km stone as per clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
1st Year
5
-
695.1
2nd Year
5
-
695.1
3rd Year
5
-
695.1
4th Year
5
-
695.1
5th Year
5
-
695.1
Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
1st Year
50
-
125.16
2nd Year
50
-
125.16
3rd Year
50
-
125.16
4th Year
50
-
125.16
5th Year
50
-
125.16
Cutting of shrubs from roadway orwith in R.O.W. and disposal of shrubs to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
1st Year
200
-
7.65
2nd Year
200
-
7.65
3rd Year
200
-
7.65
4th Year
200
-
7.65
5th Year
200
-
7.65
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
1st Year
1725
-
2.55
2nd Year
2070
-
2.55
3rd Year
2415
-
2.55
4th Year
2760
-
2.55
5th Year
3105
-
2.55
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