Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Aug 2023
Closing Date12 Sep 2023
Tender Amount₹ 5,69,17,000
Costs
EMD
₹ 5,70,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_93480_26Bid Award Id
ViewTender No
CCERWCSBD-Online-13/2023-24Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Upto 600mm dia
60
13039
217.32
600mm to 900mm dia
30
6653
221.79
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual 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.
30872.17
6161776
199.59
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 of Tables 300.1 and 300.2 as per Technical Specification Clause of MORD and as per the direction of the Engineer-in-charge
1452.11
72155
49.69
Collecting,Supplying and Spreading moorum in shoulder of 150mm thick complete including cost carriage of material and hire charges of PRR but excluding the charges of GST etc. complete as per the direction of Engineer-In-Charge
2520
1301655
516.53
Construction of granular sub-base providing well graded material by Stone screened dust passing through 4.75 mm sieve and retained on 0.075mm sieve, spereading in uniform layers with motor grader on prepared surface mixing well graded crusher material) etc complete &.as per the direction of Engineer in charge.
4869.72
7058172
1449.4
Providing, laying, spreading and compacting graded stone aggregate 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision).
3672
10431050
2840.7
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 gravel and sand 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 & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.
-
-
-
WBM-G-II
168.75
559974
3318.37
Construction of Un-reinforced,plain cement concrete pavement M-30 grade over a prepared sub base with 43 grade using brande 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.
413.1
2894005
7005.58
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, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.
24480
842112
34.4
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.
24480
300614
12.28
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH spefn. clause No. 508 complete.
612
6198758
10128.69
Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the E.I.C.
19200
345984
18.02
Earth work in excavation of foundation & plinth in hard soil including levelling the bed etc complete as per the direction of Engineer in charge.
2074.44
428931
206.77
Providing and filling manually 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 Specification.
432.01
336134
778.07
P.C.C.( 1:3:6 ) in foundation/Sub structure using 40 mm size H.G. metal well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complet and as per the direction of the Engineer-in Charge
-
-
-
IN FOUNDATION
80.6
457917
5681.36
Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (900 mm dia.)and as per the direction of Engineer in charge.
-
-
-
HPC 600 mm Dia S/R
60
177560
2959.34
HPC 1000 mm Dia S/R
30
195009
6500.31
Plain Cement Concrete PCC Grade M15 in open foundation complete as per drawing and technical specifications including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
Below Bed Level
295.65
1663483
5626.53
Above Bed Level
799.05
4609367
5768.56
R.C.C. M15 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
Below Bed Level
186.99
1142407
6109.46
Above Bed Level
207.88
1624729
7815.71
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical space between vertical post for expansion, complete as per approved drawings and technical specifications.
140.55
305249
2171.82
R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
Below bed level
102
699285
6855.74
Above Bed Level
76.05
547150
7194.62
Deck slab
136.2
1230530
9034.73
Pier cap
6.3
59761
9485.98
Dirt wall
8.1
85608
10568.98
R.C.C. M-30 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
Wearing Coat
15.3
105154
6872.87
Supply of HYSD bars confirming to grade S-415 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 (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)
385.34
3544704
9198.9
Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge.
33.6
29732
884.9
Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. complete.
54.79
158324
2889.66
Cement washing two coats with 1st mark cement paint of approved quality to exterior surface of bridge proper including watering, curing, cost and conveyance of all materials etc. complete as per the direction of the Engineer-in-Charge.
308.4
7330
23.77
Providing Rough Stone dry packing / pitching in approns and revetments for slope protection including cost and conveyance of all materials to site etc. complete (15cm and above)and as per the direction of Engineer in charge.
117.2
258872
2208.81
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
327
35057
107.21
Providing and fixing of typical 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 we be welded to 2 nos. 75mmX75mm of12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade block of 450mm X450mmmm X600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX 47mm of 12 SWG steel plate tube. All M.S will be stove embelded on both sides .Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade andcloure.All sections of framed posts and steel tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1
2
19866
9933.36
Providing and fixing of typical MMSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1.
2
29518
14759.12
Reinforced cement concrete M15 grade Kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD but excluding the charges of GST and as per direction of Engineer-in-Charge.
-
-
-
i) 5th Kilometer stone
2
7771
3885.82
iI) Ordinary Kilometer stone
6
14005
2334.17
iii) 200 mm stone
28
19098
682.08
providing and fixing Guard post 200 mm dia R.C.C made with R.C C of M 25including cost, conveyance etc complete as per direction of Engineer-in-Charge
115
95766
832.75
Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 etc complete including cost conveyance etc required as per specification but excluding the charges of GST & direction of Engineer-in-Charge.
28
55998
1999.94
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 alignment ,level and slopes as per technical specification Clause 1902
-
-
-
1 st Year
288
95348
331.07
2 st Year
360
119185
331.07
3 st Year
432
143022
331.07
4 st Year
504
166859
331.07
5 st Year
576
190696
331.07
Making up loose 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
-
-
-
1 st Year
1200
53112
44.26
2 st Year
1440
63734
44.26
3 st Year
1680
74356
44.26
4 st Year
1920
84979
44.26
5 st Year
2160
95601
44.26
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
-
-
-
1 st Year
1200
21096
17.58
2 st Year
2400
42192
17.58
3 st Year
3600
63288
17.58
4 st Year
4800
84384
17.58
5 st Year
6000
105480
17.58
Maintenance of BT road including filling up pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 ,1906
-
-
-
1 st Year
216
69953
323.86
2 st Year
360
116589
323.86
3 st Year
600
194316
323.86
4 st Year
960
310905
323.86
5 st Year
1200
388632
323.86
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
-
-
-
1 st Year
16
22161
1385.09
2 st Year
16
22161
1385.09
3 st Year
16
22161
1385.09
4 st Year
16
22161
1385.09
5 st Year
16
22161
1385.09
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910
-
-
-
1 st Year
7
8834
1262.01
2 st Year
7
8834
1262.01
3 st Year
7
8834
1262.01
4 st Year
7
8834
1262.01
5 st Year
7
8834
1262.01
Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912
-
-
-
1 st Year
7
5239
748.53
2 st Year
7
5239
748.53
3 st Year
7
5239
748.53
4 st Year
7
5239
748.53
5 st Year
7
5239
748.53
Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914
-
-
-
1 st Year
20
2720
136.04
2 st Year
22
2992
136.04
3 st Year
24
3264
136.04
4 st Year
26
3537
136.04
5 st Year
28
3809
136.04
Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914
-
-
-
1 st Year
40
334
8.37
2 st Year
42
351
8.37
3 st Year
44
368
8.37
4 st Year
46
385
8.37
5 st Year
48
401
8.37
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
-
-
-
1 st Year
93.75
261
2.79
2 st Year
187.5
523
2.79
3 st Year
281.25
784
2.79
4 st Year
375
1046
2.79
5 st Year
468.75
1307
2.79
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
-
-
-
1 st Year
160
4624
28.9
2 st Year
160
4624
28.9
3 st Year
160
4624
28.9
4 st Year
160
4624
28.9
5 st Year
160
4624
28.9
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