Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 4,55,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction And Maintenance To Kermiti To Guligudra Road Under Mmsy In The District Of Koraput
Description
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Contact
Tender Id
2018_CERWI_50328_2Bid Award Id
ViewTender No
SERWSCSBD Online - 14/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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.
3622.92
189913
52.42
Earth work in excavation of foundation in all kinds of soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer -in –charge.
3692.43
520337
140.92
Earth work in excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes .etc with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer -in –charge.
22.5
724
32.2
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.
1275.49
734388
575.77
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.
6325.02
3510828
555.07
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 Grade - II
2237.63
3775821
1687.42
WBM Grade - III
2237.63
4045344
1807.87
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.
29835
486012
16.29
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.
29835
258371
8.66
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.
29835
3859753
129.37
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.
29835
1467285
49.18
Furnishing and laying of live sods of perennial turf forming Grass on embankment slope, verges or other locations shown on the drawing including ransportation of turfs by mechanical means with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete as per direction of Engineer - in - charge.
16848
280856
16.67
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 Engineerin-Charge.
135
622266
4609.38
Providing Plain Cement Concrete M15 grade in
foundation 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.
-
-
-
In Foundation
178.21
622715
3494.28
In Substructure
1271.32
4578709
3601.54
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
-
-
-
Below foundation
416.2
1501757
3608.26
Above foundation
1768.56
6571120
3715.52
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 &
-
-
-
In Foundation
126.23
581594
4607.42
Abutment & Pier shaft
150.6
892954
5929.31
Deck slab
124.46
853001
6853.62
Wing walls
13.08
131709
10069.5
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.
19.44
92163
4740.94
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.
-
-
-
HPC of 1000 mm dia
172.5
1593996
9240.56
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.
376.07
2347823
6243.05
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.
79.27
82167
1036.55
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.
2854
70921
24.85
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.
115.92
173685
1498.32
Gravel backing below approns and revetments
using materials of approved quality from approved quarry including quarrying supplying
conveying and cost conveyance, royalty of all
materials including T&P complete including finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.
224.61
140208
624.23
Grouting approns & revetments of 2.30 cm deep with C.C.1:3:6 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.
264.32
46768
176.94
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.
-
-
-
Ordinary kilometer stone
9
13037
1448.58
200 mtr stone
30
12819
427.31
Guard Posts
250
78352
313.41
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 x60cm, 60cm below ground level as per approved drawing including excavation, curing etc complete under the supervision of Engineer-in-charge.
-
-
-
MMSY informatory board
1
7515
7515.14
MMSY citizen board
1
12120
12120.01
Cautionary sign board
30
43001
1433.38
MAINTENANCE WORK
-
-
-
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
720
155995
216.66
2nd Year
1296
280791
216.66
3rd Year
2016
436786
216.66
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
1920
53529
27.88
2nd Year
2304
64235
27.88
3rd Year
4224
117765
27.88
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
2400
26688
11.12
2nd Year
2880
32025
11.12
3rd Year
5280
58713
11.12
Repair to potholes by removal of loose 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
360
59828
166.19
2nd Year
468
77776
166.19
3rd Year
2016
335039
166.19
Maintenance of Road signs by way of cleaning
/regulatory / cautionary / informatory and place
identification sign board as per drawings and Technical Specification Clause 1910
-
-
-
2nd Year
8
7268
908.53
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
8
4283
535.38
2nd Year
8
4283
535.38
3rd Year
8
4283
535.38
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
80
6583
82.29
2nd Year
80
6583
82.29
3rd Year
80
6583
82.29
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
280
1450
5.18
2nd Year
280
1450
5.18
3rd Year
280
1450
5.18
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
2760
4774
1.73
2nd Year
3312
5729
1.73
3rd Year
3864
6684
1.73
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