Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 18,72,000Document Cost
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Description
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Contact
Tender Id
2018_CERWI_50217_3Bid Award Id
ViewTender No
SERWSCSBD Online - 12/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Excavation in Soil in Hilly Area by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.1. & as per specification and as direction of Engineer -in –charge.
36191.96
2740093
75.71
Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides, bottom and backfilling with approved materials.and as direction of Engineer -in –charge.
13293.97
1329928
100.04
Construction of embankment with approved material deposited at site from roadway cutting and excavation from other structures with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.
43961.46
1877593
42.71
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.
-
-
-
With a lead 1000m By Manual means
86169.94
10772965
125.02
Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost. , conveyance, royalty & cost of all labour & T&P required for the work with cess etc complete as per specification & direction of Engineer-in Charge.
2610.59
1312761
502.86
Providing granular sub-base using moorum CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including cost, conveyance & royalty including cost of T&P articles required for the work etc. complete & labour for spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the requried density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer- in-Charge.
24677.98
18328335
742.7
Providing, laying, spreading and compacting stone aggregates of following size Water Bound Macadam specification (75mm compacted thick) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screened dust as binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance & royalty of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.
-
-
-
WBM Grading II ( With Crushable Materials as interstics filling)
6454.7
14774227
2288.91
WBM Grading III ( With Crushable Materials as interstics filling)
7458.77
17812810
2388.17
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 mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.
86062.5
1920054
22.31
Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge.
86062.5
703130
8.17
Providing, laying and rolling open graded premix carpet of 20mm thick using 0.27 cum composed of 13.2 mm to 5.6 mm size crusher stone chips using pentration grade of bitumen of grade VG-30 (60/70) of 14.60 kg per 10 sqm including hand packing to proper camber and consolidation with 80-100 KN roller inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles including cost, conveyance, royalty of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge.
86062.5
11148536
129.54
Providing and laying 6mm thick precoated Seal Coat Type B using 0.06 cum of 6.70 mm size chips as per sieve analysis for sealing the voids in the bituminous surface laid to the specified levels, grade and cross fall using penetration grade of bitumen of 6.80 kg per 10 sqm and rolled with smooth wheeled power roller, bitumen mixure, tar boiler and all other T&P articles including cost, conveyance, royalty of chips and bitumen & other required materials etc complete and as per the direction of engineer in charge.
86062.5
3775561
43.87
Construction of Un-reinforced,plain cement concrete pavement M-30 grade over a prepared sub base with 43 grade cement @ 350 kg per cum,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, spread, compacted finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, finishing to lines and grages as per drawing and as per Clause 602 of MoSRT&H specifications for Road & Bridge Works and as per as per specification & direction of the Engineer-in-Charge.
2551.64
13971964
5475.68
Providing, laying and fixing RCC pipes of NP3 (Confirming to relevant I.S.Specification) in position including sealing the joints in C.M (1:3) including cost, conveyance royalty of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge.
-
-
-
1200mm dia
1050
5529321
5266.02
1000mm dia
227.5
1069723
4702.08
600 mm dia
285
605670
2125.16
Providing Cement concrete (1:3:6) in foundation upto a required depth below ground level and upto a required height above ground level / bed level using 4cm size hard granite metal of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers not exceeding 15cm thick compacting with proper packing to proper slope & level including watering, curing and cost, conveyance, Cess royality of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge
56
228445
4079.38
P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.from approved quarry including hoisting, lowering, laying compacting in position in layers not exceeding 15cm thick compacting with proper packing to proper slope & level including watering, curing and cost, conveyance, Cess royality of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge
166.02
674529
4062.94
Providing Plain Cement Concrete M15 grade using 40mm size and down graded crusher broken hard granite stone aggregate of approved quality from approved quarry including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibtator to proper slope and level incuding watering and curing with cost conveyance, royalty of all materials required for the work including hire and running charges of machineries required for the work including all labour , T&P for the work ect. complete in all respect as per the specification and direction of the Engineer – in – charge.
-
-
-
Below bed level
5392.7
21275172
3945.18
In Substructure
4682.49
18956217
4048.32
R.C.C. M-20 grade in Foundation Raft of CD approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering ,shuttering as per the specification work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and direction of the Engineer – in – charge.
1450.8
6831338
4708.67
RCC of design mix of M-20grade in sub structure having specified characteristics compressive strength/ target mean strength of 200kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering ,shuttering as per the specification and direction of the Engineer – in – charge.
96
500498
5213.53
Providing RCC work of M-25 grade of controlled quality having cube strength of 250kg./cm2 mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite coarse aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, Cess of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position(to be paid separately as required for RCC works)
-
-
-
Deck Slab
198.24
1335370
6736.13
Abutment Cap / Rib,pier rib,Hunch
151.41
944160
6235.79
Raft
201.6
1033054
5124.28
Providing RCC M30 grade in wearing course using 12 mm size and down graded crusher broken hard granite stone aggregate of approved quality from approved quarry including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibtator to proper slope and level incuding watering and curing with cost conveyance, royalty and taxes of all materials required for the work including hire and running charges of machineries required for the work including all labour , T&P for the work ect. complete in all respect as per the specification and direction of the Engineer – in – charge.
54.03
313873
5809.25
Providing HYSD bars confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI 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 position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge.
754.85
4593435
6085.23
Providing reinforced Cement Concrete railing of M30 grade using 20mm size and down graded crusher broken hard granite stone aggregate ( tolerance of vertical post not to exceed 1 in 500 c/c between vertical post not to exceed 2000 mm leaving adequate space between vertical post for expansion etc) of approved quality from approved quarry including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibtator to proper slope and level incuding watering and curing with cost conveyance, royalty of all materials required for the work including hire and running charges of machineries required for the work including all labour , T&P for the work ect. complete in all respect as per the specification and direction of the Engineer – in – charge.
100.8
243231
2413.01
Providing weep hole in plan / Reinforced concrete abutment, wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete as per drawing and technical specification and direction of Engineer in charge.
2813.5
425457
151.22
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
1387.59
2539872
1830.42
Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.
1315.4
1953434
1485.05
Providing and laying Gravel backing to revetment including cost and conveyance of all materilas etc complete as per the specifications and as directed by the Engineer in charge.
466.65
262457
562.43
Providing PCC M-20 concrete for plain/reinforced concrete in open foundations and level incuding watering and curing with cost conveyance, royalty of all materials required for the work including hire and running charges of machineries required for the work including all labour , T&P for the work ect. complete in all respect as per the specification complete as per drawings and technical specification clause 802,803,1202,1203 and direction of the Engineer – in – charge.
501.04
2315190
4620.77
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications and as per directions of Engineer-In-Chief
90
22797
253.31
Providing Plain Cement Concrete M15 grade using 40mm size and down graded crusher broken hard granite stone aggregate of approved quality from approved quarry including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibtator to proper slope and level incuding watering and curing with cost conveyance, royalty of all materials required for the work including hire and running charges of machineries required for the work including all labour , T&P for the work ect. complete in all respect as per the specification and direction of the Engineer – in – charge.
-
-
-
i) 5 kilometer stone(Precast)
4
10341
2585.47
ii) Ordinary kilometer stone(Precast)
26
40783
1568.58
iii) 200 m Stone(Precast)
104
46549
447.59
iv) Boundary stone / Guard stone
3280
1603329
488.82
Supplying, fitting, fixing of road sign board as per approve drawing including cost, conveyance, royalty of all materials, labours, T&P etc. providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P(aluminium composite panel) used for sign boards with a thermoplastic core of low density polythelyne (LDPE) between two thick sheets of aluminium with all over all thickness of 4 mm and aluminium thickness of 0.5 mm on both sides as per requirement in table 6.1 of IRC+67/2010 and as per technical specification of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm, 60cm below ground level as per approved drawing including excavation, curing etc complete under the supervision of Engineer-in-charge.
-
-
-
MMSY informatory board
8
55148
6893.5
MMSY citizen board
12
157378
13114.86
Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701.
-
-
-
i) 900mm equilateral triangle ( turn & reduced carriage way )
90
133873
1487.48
For 600 mm Circular
129
187233
1451.42
600 mm x 450 mm rectangular
149
215217
1444.41
MAINTENANCE OF ROADS
-
-
-
Restoration of Rain Cuts with soil, moorum gravel or a mixture of these, 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 allignment, level and slopes as per drawings and Technical specification Clause 1902 and as per direction of Engineer in charge
-
-
-
1st year
1828.75
462838
253.09
2nd year
4068.75
1029759
253.09
3rd year
5381.25
1361940
253.09
Stripping of excess soil from shoulder surface to achive the approaved level and comacting with plate compactor at OMC as per drawing and Technical specifications Clause 1903.and as per direction of Engineer in charge
-
-
-
1st year
6562.5
161765
24.65
2nd year
5475
134958
24.65
3rd year
7987.5
196891
24.65
Repair to potholes by removal of loosed materials, trimming the sides cleaning of surface providing tack coat 20mm thick premix carpet and sealcoat type C as per drawing and Technical specifications Clauses 1904 & 500and as per direction of Engineer in charge
-
-
-
1st year
6417
1499781
233.72
2nd year
6625.03
1548402
233.72
3rd year
6615
1546057
233.72
Maintenance of Hume pipe culverts by way of clearing,cleaning,erosion repairs to cracks,parapet walls and protection work as per drawing and Technical Specification clause 1908 of MORD.
-
-
-
1st year
20
19020
951
2nd year
20
19020
951
3rd year
20
19020
951
B .Maintenance of Slab culverts by way of clearing,cleaning,erosion repairs to cracks,parapet walls and protection work as per drawing and Technical Specification clause 1908 of MORD.
-
-
-
1st year
8
14498
1812.35
2nd year
8
14498
1812.35
3rd year
8
14498
1812.35
Maintenance of Road signs by way of cleaning /regulatory / cautionary / informatory and place identification sign board as per drawings and Technical Specification Clause 1910
-
-
-
1st year
2.61
2443
936.32
2nd year
3.48
3258
936.32
3rd year
4.35
4072
936.32
Repair of RCC railing to bring it to the original shape,cleaning and repainting as per drawings and Technical Specification clause 1911.
-
-
-
1st year
48.34
68246
1411.8
2nd year
38.66
54580
1411.8
3rd year
58
81884
1411.8
Maintenance of 200 m stone/km stone by way of refixing of tilted stones repairing with cement mortar,cleaning ,repairing and lettering on 200m/km stone and 5th km stone as per drawing and technical specification clause 1912.
-
-
-
1st year
3.48
1828
525.45
2nd year
4.35
2285
525.45
3rd year
5.22
2742
525.45
Cutting of branches of trees shrubs from the roadway or within R.O.W. including disposal of wood and leaves to suitable location as per Technical Specification Clause 1915 and as per direction of Engineer in charge
-
-
-
1st year
87
7500
86.21
2nd year
104
8965
86.21
3rd year
111
9569
86.21
Cutting of shrubs from the roadway or within R.O.W and disposal of shrubs to suitable location as per technical specification clause 1915.and as per direction of Engineer in charge
-
-
-
1st year
1740
9465
5.44
2nd year
2088
11358
5.44
3rd year
2204
11989
5.44
Trimming of grass and weeds from the shoulders/berms and disposing of the same to suitable locations as per technical specification clause 1915 and as per direction of Engineer in charge
-
-
-
1st year
14094
25510
1.81
2nd year
2202.3
3986
1.81
3rd year
22021.9
39859
1.81
Maintenance of Drains as per clause 1907 of the Specification as per direction of Engineer in charge
-
-
-
1st year
2630
5733
2.18
2nd year
2630
5733
2.18
3rd year
2630
5733
2.18
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification clause 1915
-
-
-
1st year
321.48
6108
19
2nd year
321.48
6108
19
3rd year
321.48
6108
19
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