Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Dec 2022
Closing Date30 Dec 2022
Tender Amount₹ 5,01,49,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_84306_5Bid Award Id
ViewTender No
CCERWCSBD-Online 36/2022-23Tender 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 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
442.13
-
28.76
Construction of granular sub-base providing well graded material by Stone screened dust passing through 2.36 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 E.I.C.
6744.24
-
749.67
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.
2191.5
-
452.77
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).
6381.38
-
1725.66
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.
267.3
-
6835.47
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.
31663.5
-
36.69
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.
31663.5
-
12.58
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
1583.18
-
7331.62
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.
791.59
-
9749.07
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.
17100
-
17.73
Earth work in excavation of foundation & plinth in hard soil including levelling the bed etc complete as per the direction of Engineer in charge.
631.62
-
199.58
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.
175.75
-
340.7
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 E.I.C.
-
-
-
IN FOUNDATION
103.99
-
4388.82
IN SUB-STRUCTURE
256.56
-
4495.89
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 1000 mm Dia S/R
40
-
5956.6
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
72.44
-
4067.57
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.
-
-
-
Above Bed Level
43.96
-
5189.31
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.
-
-
-
Pire Cap,Dirt wall & guard Post
43.5
-
2037.57
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.
-
-
-
Foundation
24.3
-
5174.51
Sub Structure
23.85
-
5303.71
Super Structure
24.3
-
7445.43
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
4.05
-
5189.09
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)
62.5
-
9370.7
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
-
696.3
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.
27.11
-
1809.54
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.
87.48
-
22.31
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.
131.92
-
1399.61
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
113
-
105.49
Providing and fixing of typical PMGSY 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
-
9333.66
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
-
13500.11
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.etc complete
1330
-
495.23
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
-
3072.51
iI) Ordinary Kilometer stone
4
-
1826.24
iii) 200 mm stone
25
-
573.45
Semi-reflectorised Sign Boards
24
-
1764.04
200 mm dia RCC guard post.
186
-
628.71
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 alignment ,level and slopes as per technical specification Clause 1902
-
-
-
1 st Year
513
-
301.09
2 st Year
577.13
-
301.09
3 st Year
641.25
-
301.09
4 st Year
705.38
-
301.09
5 st Year
769.5
-
301.09
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
2137.5
-
35.92
2 st Year
2565
-
35.92
3 st Year
3206.25
-
35.92
4 st Year
4275
-
35.92
5 st Year
5343.75
-
35.92
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
213.75
-
14.38
2 st Year
427.5
-
14.38
3 st Year
641.25
-
14.38
4 st Year
855
-
14.38
5 st Year
1068.75
-
14.38
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
304.08
-
277.17
2 st Year
366.78
-
277.17
3 st Year
429.48
-
277.17
4 st Year
460.83
-
277.17
5 st Year
680.28
-
277.17
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
5
-
1350.25
2 st Year
5
-
1350.25
3 st Year
5
-
1350.25
4 st Year
5
-
1350.25
5 st Year
5
-
1350.25
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
5.97
-
1231.13
2 st Year
5.97
-
1231.13
3 st Year
5.97
-
1231.13
4 st Year
5.97
-
1231.13
5 st Year
5.97
-
1231.13
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
5.97
-
710.45
2 st Year
5.97
-
710.45
3 st Year
5.97
-
710.45
4 st Year
5.97
-
710.45
5 st Year
5.97
-
710.45
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
-
131.68
2 st Year
22
-
131.68
3 st Year
24
-
131.68
4 st Year
26
-
131.68
5 st Year
28
-
131.68
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
-
8.08
2 st Year
42
-
8.08
3 st Year
44
-
8.08
4 st Year
46
-
8.08
5 st Year
48
-
8.08
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
220
-
2.7
2 st Year
247.5
-
2.7
3 st Year
275
-
2.7
4 st Year
3025
-
2.7
5 st Year
5775
-
2.7
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
50
-
28.43
2 st Year
50
-
28.43
3 st Year
50
-
28.43
4 st Year
50
-
28.43
5 st Year
50
-
28.43
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