Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date6 Dec 2021
Closing Date15 Dec 2021
Tender Amount₹ 5,69,58,667
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_73562_13Bid Award Id
ViewTender No
CCERWCSBD-Online-17/2021-22Tender 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 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.
18230.48
-
128.91
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
2851.26
-
28.65
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 & taxes 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.
5238.95
-
540.64
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-III
349.13
-
2552.24
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).
5609.38
-
2279.74
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.
1112.35
-
7050.37
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.
27775
-
35.17
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.
27775
-
11.55
Providing and laying Bituminous Macadam with 100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
1388.75
-
8086.99
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.
694.38
-
10502.55
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.
5050
-
17.28
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.
4073.23
-
188.79
Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost. , conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work with cess etc complete as per specification & direction of Engineer-in Charge.
258.17
-
569.21
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 ,using branded cement including rigid steel centring formwork 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, taxes 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
-
-
-
IN FOUNDATION
181.91
-
4686.95
IN SUB-STRUCTURE
440.21
-
4791.89
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, taxes of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge
-
-
-
HPC 600 mm Dia S/R
80
-
2662.78
HPC 1000 mm Dia S/R
20
-
5990.94
HPC 1000 mm Dia D/R
20
-
5990.94
Providing Plain Cement Concrete M15 grade using 40mm size and down graded crusher broken hard granite stone aggregate of approved quality from approved quarry,using branded cement including rigid steel centring formwork 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.
-
-
-
Below Bed Level
57.42
-
4381.7
R.C.C. M-15 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips & using branded cement including rigid steel centring formwork 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
62.33
-
4754.22
Above Bed Level
84.46
-
5485.4
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.
44.8
-
2077.82
R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips & using branded cement including rigid steel centring formwork 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
9.98
-
5458.75
Above Bed Level
23.1
-
5584.23
Deck slab
21.38
-
7655.07
Pier cap
2.1
-
8105.97
Dirt wall
2.7
-
9188.12
R.C.C. M-30 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips & using branded cement including rigid steel centring formwork 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
2.14
-
5472.54
Providing HYSD bar (Fe 500/Fe550 of TATA,SAIL,RINL,ZINDAL ,SHYAM Steel etc as per SOR) 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.
74.46
-
9387
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.
30.6
-
674.1
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.
21.6
-
2198.86
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.
138.62
-
21.34
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 taxes 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.
108.98
-
1706.56
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.
157
-
105.12
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
-
9251.27
Supplying, fitting, fixing of information board as per approve drawing including cost, conveyance, royalty, taxes 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..
2
-
13417.76
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
1010
-
495.14
Provision for Road sinage masonary structure for citizen information board,painting of 200 m & k.m stone etc complete and as per the direction of engineer in charge.
-
-
-
i) 5th Kilometer stone
2
-
3160.09
iI) Ordinary Kilometer stone
5
-
1892.92
iii) 200 mm stone
26
-
582.45
Semi-reflectorised Sign Boards
26
-
1800.8
200 mm dia RCC guard post.
91
-
699.02
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 alignment ,level and slopes as per technical specification Clause 1902
-
-
-
1st Year take
99.42
-
288.05
2nd year take
198.84
-
288.05
3rd year take
298.27
-
288.05
4th year take
397.69
-
288.05
5th year take
497.11
-
288.05
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
-
-
-
1st Year take
331.41
-
34.83
2nd year take
662.81
-
34.83
3rd year take
994.22
-
34.83
4th year take
1325.63
-
34.83
5th year take
1657.03
-
34.83
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
-
-
-
1st Year take
331.41
-
13.84
2nd year take
662.81
-
13.84
3rd year take
994.22
-
13.84
4th year take
1292.48
-
13.84
5th year take
1657.03
-
13.84
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
-
-
-
1st Year take
486.06
-
283.97
2nd year take
972.13
-
283.97
3rd year take
1360.98
-
283.97
4th year take
1458.19
-
283.97
5th year take
2235.89
-
283.97
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
-
-
-
1st Year take
13
-
1297.98
2nd year take
13
-
1297.98
3rd year take
13
-
1297.98
4th year take
13
-
1297.98
5th year take
13
-
1297.98
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
-
-
-
1st Year take
6.48
-
1184.82
2nd year take
6.48
-
1184.82
3rd year take
6.48
-
1184.82
4th year take
6.48
-
1184.82
5th year take
6.48
-
1184.82
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
-
-
-
1st Year take
6.48
-
685.57
2nd year take
6.48
-
685.57
3rd year take
6.48
-
685.57
4th year take
6.48
-
685.57
5th year take
6.48
-
685.57
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
-
-
-
1st Year take
20
-
125.16
2nd year take
22
-
125.16
3rd year take
24
-
125.16
4th year take
26
-
125.16
5th year take
28
-
125.16
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
-
-
-
1st Year take
40
-
7.65
2nd year take
42
-
7.65
3rd year take
44
-
7.65
4th year take
46
-
7.65
5th year take
48
-
7.65
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
-
-
-
1st Year take
486.06
-
2.55
2nd year take
1020.73
-
2.55
3rd year take
1458.19
-
2.55
4th year take
1944.25
-
2.55
5th year take
2430.31
-
2.55
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
-
-
-
1st Year take
130
-
27.74
2nd year take
130
-
27.74
3rd year take
130
-
27.74
4th year take
130
-
27.74
5th year take
130
-
27.74
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