Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 13,86,000Document Cost
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Description
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Contact
Tender Id
2018_CERWI_50217_2Bid 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.
20497.4
1551858
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.
7134.75
713760
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.
23204.48
991063
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
80244.22
10032132
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.
1642.53
913558
556.19
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.
18206.99
13895392
763.19
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)
4411.28
10312690
2337.8
WBM Grading III ( With Crushable Materials as interstics filling)
5737.5
13977812
2436.22
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.
58817.03
1312207
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.
58817.03
480535
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.
58817.03
7707971
131.05
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.
58817.03
2603829
44.27
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.
3371.23
18701561
5547.4
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.
-
-
-
1000mm dia
210
986533
4697.78
1200 mm dia
120
631922
5266.02
600 mm dia
120
254710
2122.59
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
8
33178
4147.3
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
3560.97
14282445
4010.83
At bed level
2291.31
9426380
4113.97
In Substructure
147.16
721151
4900.46
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
260.74
1775120
6808.01
Abutment Cap / Rib,pier rib,Hunch
299.64
1890027
6307.66
Raft
242.66
1260897
5196.15
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.
60.6
356386
5880.96
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.
1178.64
7178318
6090.34
R.C.C. M-20 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
468
2236024
4777.83
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.
170.6
413628
2424.55
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.
2107.5
318970
151.35
Providing and laying of Filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfact behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification & direction of Engineer-in Charge.
1401.33
2617852
1868.12
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.
559.22
848034
1516.46
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.
392.25
220613
562.43
Providing PCC M-20 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
186.66
875390
4689.76
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications and as per direction of Engineer-In-Chief
60
15198
253.31
Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 -1980, fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD and as per the direction of the Engineer-in-charge.
-
-
-
i) 5 kilometer stone(Precast)
4
10445
2611.37
ii) Ordinary kilometer stone(Precast)
18
28554
1586.35
iii) 200 mm Stone(Precast)
78
35165
450.84
iv) Boundary stone / Guard stone
1845
918680
497.93
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
2
13820
6910.05
MMSY citizen Information board
3
39470
13156.85
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 )
48
71796
1495.75
For 600 mm Circular
67
97799
1459.69
600 mm x 450 mm rectangular
88
127835
1452.68
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
1050
265744
253.09
2nd year
2400
607416
253.09
3rd year
2925
740288
253.09
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 technical specification Clause 1903
-
-
-
1st year
2625
64706
24.65
2nd year
3375
83193
24.65
3rd year
4500
110925
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
4495
1055740
234.87
2nd year
4572.5
1073943
234.87
3rd year
4200
986454
234.87
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
13
12363
951
2nd year
13
12363
951
3rd year
13
12363
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
2
3624
1812.35
2nd year
2
3624
1812.35
3rd year
2
3624
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
1.8
1685
936.32
2nd year
2.4
2247
936.32
3rd year
3
2808
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
33.33
47404
1422.28
2nd year
26.66
37917
1422.28
3rd year
40
56891
1422.28
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
2.4
1261
525.45
2nd year
3
1576
525.45
3rd year
3.6
1891
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
60
5172
86.21
2nd year
72
6207
86.21
3rd year
76
6551
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
1200
6528
5.44
2nd year
1440
7833
5.44
3rd year
1520
8268
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
9720
17593
1.81
2nd year
1518.8
2749
1.81
3rd year
15187.5
27489
1.81
Maintenance of Drains as per clause 1907 of the Specification
-
-
-
1st year
1200
2616
2.18
2nd year
1200
2616
2.18
3rd year
1200
2616
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
221.7
4212
19
2nd year
221.7
4212
19
3rd year
221.7
4212
19
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