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 Date27 Jul 2024
Closing Date3 Aug 2024
Tender Amount₹ 1,23,47,182
Costs
EMD
₹ 66,000Document Cost
₹ 11,800Tender 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_135653_1Bid Award Id
ViewTender No
MH01144Tender 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
Documents
BOQ Items
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 smooth wheel roller to achieve the desired density, complete as per Technical Specification MORD 2014 Clause 401. For Grading I material consolidation of 50 % hand broken & 25% Crush Metal, 25 % Ordinary Rock. Mix design as approved by engineer in-charge
114.03
230906
2024.91
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. And As Directed by Engineer Incharge
62.4
133724
2143.02
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 And As Directed by Engineer Incharge
62.4
148755
2383.9
Providing and applying tackcoat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Tehnical Specification Clause503. And As Directed by Engineer Incharge
818.25
10179
12.44
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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
818.25
70042
85.6
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. By Mechanical Means CRMB .55 And As Directed by Engineer Incharge
824.25
112617
136.63
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 And As Directed by Engineer Incharge
818.25
44185
54
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. in ordinary soil And As Directed by Engineer Incharge
374.99
201612
537.65
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. in ordinary rock And As Directed by Engineer Incharge
302.51
203308
672.07
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. in hard rock with blasting prohibited. And As Directed by Engineer Incharge
138.55
133300
962.11
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required For Abutment. And As Directed by Engineer Incharge
137.36
20143
146.65
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required for Pier. And As Directed by Engineer Incharge
126.05
88913
705.38
Providing concrete for plain/reinforced concrete M15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 And As Directed by Engineer Incharge
124.52
695883
5588.53
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. In M15 And As Directed by Engineer Incharge
63.79
362223
5678.38
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M30 And As Directed by Engineer Incharge
97.55
796232
8162.3
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 For design mix RCC M 25 And As Directed by Engineer Incharge
253
2019805
7983.42
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 And As Directed by Engineer Incharge
22.5
273512
12156.09
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 And As Directed by Engineer Incharge
17.63
1142112
64782.31
Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 And As Directed by Engineer Incharge
2.43
152797
62879.43
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with PVC. Pipe 100 mm Dia. 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 And As Directed by Engineer Incharge
303
55473
183.08
Providing trap/granite/quartzite/gneiss rubble filling behind the abutment, returns or wings. And As Directed by Engineer Incharge
53
119100
2247.17
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material And As Directed by Engineer Incharge
107
172792
1614.96
Expansion joint with 25 mm thick bitumenous pad And As Directed by Engineer Incharge
38.5
32857
853.45
Providing Tar paper bearing of approved quality in proper size etc. complete And As Directed by Engineer Incharge
35.89
3334
92.92
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. And As Directed by Engineer Incharge
63
92988
1476
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 And As Directed by Engineer Incharge
127.85
19121
149.56
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 And As Directed by Engineer Incharge
100
87
0.87
Providing and fixing in position Pipe Railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) 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 And As Directed by Engineer Incharge
104
174648
1679.31
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M10 And As Directed by Engineer Incharge
20.25
114467
5652.7
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 And As Directed by Engineer Incharge
39.36
219964
5588.53
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
102.79
617063
6003.15
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1303 And As Directed by Engineer Incharge
97.56
162206
1662.63
A,W : Metal Beam Crash Barrier (Providing and erecting a "W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip cess, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) And As Directed by Engineer Incharge
80
392960
4912
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M15 And As Directed by Engineer Incharge
201.58
1444790
7167.33
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 And As Directed by Engineer Incharge
4
15428
3857.19
Providing and fixing a typical PMGSY citizen informatio board as per specifications provided on detailed drawing of NRRDA having frame size 2500x1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60x60x75 cm size. Information as provided in drawing of NRRDA shall be displayed on CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and printing arrows, border etc. will be printed with ready mixed synthetic enamel paint of superior quality in required shade and colours as mensioned in detailed drawing. All sections of framed posts and steel tubes shall be painted with primer and two coats of epoxy paint as per drawings. And As Directed by Engineer Incharge
1
28685
28685.01
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 And As Directed by Engineer Incharge
0.24
32
135.34
White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scraping etc. complete And As Directed by Engineer Incharge
2
52
26
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings
4
3288
822
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
37.5
17691
471.78
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. And As Directed by Engineer Incharge
262.5
198967
757.97
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements