Pradhan Mantri Gram Sadak Yojana Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 Jul 2024
Closing Date29 Jul 2024
Tender Amount₹ 1,62,12,552
Costs
EMD
₹ 83,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEMAH_135516_1Tender No
MH16130Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. SR.NO 11.1 P.NO 45 IN HARD ROCK ( REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge.
142.33
148253
1041.62
Dewatering including diversion of stream,providing cofferdams,bunds,etc.as may be necessary for foundation and other parts of the work and balling out water during and after excavation s required.SR.NO 11.1 A P.NO 46 As directed by Engineer Incharge.
-
-
-
For Abutment
217.44
31887
146.65
For returns
233.79
15867
67.87
For PIERS
280.7
198000
705.38
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 SR.NO 11.2 P.NO 46 II .Rubble Filling For BC soil As directed by Engineer Incharge.
71.16
64338
904.14
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 SR.NO 11.4 P.NO 47 (PCC GRADE M-15) As directed by Engineer Incharge.
50.35
297375
5906.17
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. SR.NO 11.3 P.NO 44 (PCC GRADE M-15) As directed by Engineer Incharge.
124.59
747044
5996.02
Providing steel anchor dowel bars of 32 mm diameter and 4 mlength at the base of the well including drilling holes of 60 mmdiameter up to 2.5 m depth in rock, placing the dowels inposition and effectively grouting the holes with CM 1:1 etccomplete. DSR NO.12.47 PAGE NO.89 PWD DSR 22-23 As directed by Engineer Incharge.
36
249284
6924.56
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m SR.NO 13.1 III P.NO 49 (PCC GRADE M25 FOR ABUTMENTS) As directed by Engineer Incharge.
1106.85
8241704
7446.09
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m SR.NO 13.1 III P.NO 49 (PCC GRADE M30 FOR PIER AND ABUTMENTS CAPS,CANTILEVER RETURNS) As directed by Engineer Incharge.
13.17
98068
7446.32
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202SR.NO 12.7 P.NO 49 As directed by Engineer Incharge.
5.39
339351
62959.39
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SR.NO 12.10 P.NO 50 (GRANULAR MATERIAL) As directed by Engineer Incharge.
24.66
34339
1392.52
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 SR.NO 12.11 P.NO 50 As directed by Engineer Incharge.
46.66
89189
1911.48
II) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 SR.NO 12.9 P.NO 50 As directed by Engineer Incharge.
162
29658
183.08
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 SR.NO 13.1 P.NO 52 (RCC M30 FOR SOLID DECK SLAB) As directed by Engineer Incharge.
103.09
929885
9020.13
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 SR.NO 13.1 P.NO 52 (RCC M30 FOR DERT WALL AND KERBS) As directed by Engineer Incharge.
12.81
93629
7309.06
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SR.NO 13.3 P.NO 52 As directed by Engineer Incharge.
6.98
452738
64862.27
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement @ 38kg/Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3 SR.NO 13.5 P.NO 52 As directed by Engineer Incharge.
14.06
174663
12422.71
Providing Tar paper bearing of approved quality in propoer size ( SR.NO 13.16 P.NO 54 (V) As directed by Engineer Incharge.
40.86
3796
92.92
III) Expansion joint with 25 mm thick bituminous pad ( Compressible Rubber Pad 2018-19) SR.NO 13.16 P.NO 54 II A As directed by Engineer Incharge.
48.83
41673
853.45
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 SR.NO 13.8 P.NO 53 As directed by Engineer Incharge.
52.94
88902
1679.31
Providing and fixing Granite/Marble tablet of 15 mm to 18 mm thickness ,including making groove in wall / concrate surface filling joints with slurry,curing,polishing,rounding edges,as required cleaning etc complete of size and description as per detailed drawings including embosseing and fitting in 1:2 cm border SR.NO 12.15 P.NO 50 As directed by Engineer Incharge.
0.79
5170
6544.8
Providing and fixing reinforced cement concrete M-15 square/ Circular guard stone including mild steel reinforcement fixing in cement concrete M-8 block including white washing etc. complete as directed by Engineer in charge. Spec. No.:As per directed by Engineer in charge DSR NO.10.11 PAGE NO. 55 As directed by Engineer Incharge.
70
42293
604.19
Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201SR.NO.2.2 P.NO.8 As directed by Engineer Incharge.
-
-
-
(A) In area of non-thorny jungle
0.08
2379
29742.39
(B) In area of Thornly jungle
0.08
2929
36616.66
(iii) Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 SR.NO.3.5 P.NO 14 (III) (BY MECHANICAL MEANS) As directed by Engineer Incharge.
1207.62
68290
56.55
Construction of Embankment with Material Obtained from Roadway Cutting,Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 SR.NO.3.3 P.NO 13 As directed by Engineer Incharge.
108.81
7930
72.88
Construction of Embankment with Material Obtained from Borrow Pits,Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 SR.NO.3.4 P.NO 13 As directed by Engineer Incharge.
2649.92
1009222
380.85
Construction of Subgrade and Earthen Shoulders,Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.SR.NO.3.14 P.NO 16 As directed by Engineer Incharge.
323.33
155201
480.01
(A) By Mix in Place Method,Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.SR.NO.4.1 P.NO 19 As directed by Engineer Incharge.
57.72
110522
1914.8
2)WBM Grading 2,Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening binding meterials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.SR.NO.4.8 2 P.NO 22 As directed by Engineer Incharge.
221.58
496283
2239.75
(ii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. SR.NO 5.2 P.NO 27 As directed by Engineer Incharge.
540
7279
13.48
(i) Low porosity,Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 SR.NO 5.1 P.NO 27 As directed by Engineer Incharge.
540
40300
74.63
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. SR.NO 4.8(3B) P.NO 21 As directed by Engineer Incharge.
40.5
86017
2123.88
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. SR.NO 5.9 P.No. 29(BY MECHANICAL MEANS BITUMEN VG-30) As directed by Engineer Incharge.
540
82933
153.58
Seal Coat,Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 SR.NO 5.12 P.NO 30 As directed by Engineer Incharge.
540
35370
65.5
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150mmwith75mm square or round steel tube for support fixed in a concrete block of 60x60x75cm size.Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5mm steelplate.All lettering and painting arrows border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings.(Rate as per RD&WC Deptt.No.CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) SR.NO 10.16 P.NO 42 As directed by Engineer Incharge.
1
28685
28685.01
Providing and Fixing 'Logo' of MMGSY Project,Providing and fixing of typical MMGSY 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 welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 SR.NO 10.16 P.NO 42 As directed by Engineer Incharge.
1
14981
14981.13
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 SR.NO 14.5 P.NO 56(STONE/BOULDER) As directed by Engineer Incharge.
236.11
361484
1531
Providing and Laying Reinforced Cement Concrete Pipe NP2 for culverts on first class bedding of granular material in Single Row , including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. SR.NO 9.4 P.NO 34 As directed by Engineer Incharge.
75
313756
4183.42
Semi Reflective Traffic Signs: Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.SR.NO.10.2 (B) P.NO.39 As directed by Engineer Incharge.
-
-
-
600 x 450 mm rectangular
2
18043
9021.96
900 x 600 mm rectangular
2
18043
9021.96
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 SR.NO 10.50 P. NO.40 As directed by Engineer Incharge.
876.75
127251
145.14
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Objectmarkers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the roundand confirming to I.R.C. 79 and the drawingsMORTH 806 Number 1047 21 PWD SSR 2022-23 I.NO 6.15 P.NO 50 As directed by Engineer Incharge.
4
4229
1057.47
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements