Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Opening Date7 Dec 2018
Closing Date21 Dec 2018
Tender Amount₹ 4,64,42,602
Costs
EMD
₹ 5,46,320Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_51372_3Bid Award Id
ViewTender No
MMSY Online N.C.B. No-141Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Earth work in excavation of foundation in hard soil with dewatering 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.
4197.62
704402
167.81
Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet 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.
3867.81
110000
28.44
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.
5488.82
4332819
789.39
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.
-
-
-
W.B.M Grade-II
2008.12
5276475
2627.57
W.B.M Grade-III
1620.84
4369509
2695.83
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.
21611.25
536823
24.84
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.
21611.25
194933
9.02
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.
21611.25
3563262
164.88
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.
21611.25
1378149
63.77
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.
26993.4
442961
16.41
ROAD APPURTENANCES
-
-
-
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) 5th Kilometer Stone (Precast)
2
6108
3054.48
ii) Ordinar Kilometer Stone (precast)
5
9140
1828.17
iii) 200 Mtr. Stone (Precast)
28
14499
517.83
iv) Guard Posts
140
90265
644.75
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.
-
-
-
600 mm equilateral triangle
21
35593
1694.94
600 mm circular
21
37183
1770.63
Providing fitting and fixing of MMSY Logo Board
2
17996
8998
Providing fitting and fixing of Citizens information board
2
17723
8861.7
Providing and filling manually / back filling in foundation trenches with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. for finished item of work as per Clause 305 & 1101.8 of MORD Technical Specifications and as per the direction of the Engineer in charge.
516.83
306164
592.39
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
-
-
-
Foundation
113.45
535587
4720.91
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.
929.48
5371976
5779.55
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.
-
-
-
600mm dia S/R
90
210019
2333.55
1000mm dia S/R
60
316470
5274.5
1000mm dia D/R
15
79117
5274.5
Providing and laying rough stone dry packing in apron, revetment and slope pitching with hard granite stone 30cm & above size complete as per drawing and technical specification Clause 1300 of MoRD and as per direction of Engineer-in-charge.
314.47
553668
1760.64
Providing and laying filter media with stone aggregates of 45mm size metals complete as per drawing and MoRD technical specifications including cost, conveyance, royalty, Cess, T & P articles required for the work and as per direction of Engineer-in-charge.
175.14
383835
2191.59
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.
-
-
-
Foundation
759.76
3436827
4523.57
Sub-Structure
2194.83
10163884
4630.83
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)
-
-
-
RCC (M-25) foundation bed
166.5
938350
5635.74
RCC (M-25) for Abutment & Pier
137.16
960766
7004.71
RCC (M-25) for Deck slab
183.34
1396381
7616.35
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)
-
-
-
R.C.C. Railling
111
192963
1738.41
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.
29.49
166707
5653.03
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.
484.07
3212840
6637.14
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.
819
85061
103.86
Bill of Quantity (Part-II for Maintenance)
-
-
-
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
630
167208
265.41
2nd Year
1112.88
295369
265.41
3rd Year
1791.92
475593
265.41
Maintenance of Earthen shoulder (filling with fresh selected soil)
-
-
-
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 as per direction of Engineer in charge
-
-
-
1 st year
2100
71421
34.01
2 nd year
2310
78563
34.01
3 rd year
2520
85705
34.01
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.as per direction of Engineer in charge
-
-
-
1 st year
378
4970
13.15
2 nd year
453.6
5964
13.15
3 rd year
831.6
10935
13.15
Maintence of bituminous surface Road
-
-
-
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 & 500 and as per direction of Engineer in charge
-
-
-
1 st year
126
32137
255.06
2nd year
252
64275
255.06
3 rd year
1134
289238
255.06
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
-
-
-
1 st year
70
7873
112.48
2 nd year
70
7873
112.48
3 rd year
70
7873
112.48
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.
-
-
-
1 st year
280
1904
6.8
2 nd year
280
1904
6.8
3 rd year
280
1904
6.8
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
-
-
-
1 st year
2415
5457
2.26
2 nd year
2898
6549
2.26
3 rd year
3381
7641
2.26
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