Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 8,66,72,789
Costs
EMD
₹ 4,34,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_136405_1Tender No
MH2682Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Excavation for roadwork in soil with hydraulic excavator of 0.9 cubicmeter 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 meter and lead more than 100 meter as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3 And As Directed by Engineer Incharge
9673.4
715347
73.95
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cubicmeter bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 meter and lead above 100 meter, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3.5 And As Directed by Engineer Incharge
3746.74
407270
108.7
Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 meter and leads upto 1000 meter as per Technical Specification Clause 302.3.5 And As Directed by Engineer Incharge
184.99
27850
150.55
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 meter and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 And As Directed by Engineer Incharge
79.28
41721
526.25
Scarifying existing bituminous surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. as per Technical Specification Clause 301.4 And As Directed by Engineer Incharge
56250
1847812
32.85
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 Ministry Of Rural Development 2014 Clause 301.5 And As Directed by Engineer Incharge
8729.82
731995
83.85
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 meter, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 lead more than 250 metre as per Technical Specification Ministry Of Rural Development 2014 Clause 301.5 And As Directed by Engineer Incharge
9970.71
5305414
532.1
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 compacted to meet requirement of Table 300.2 as per Technical Specification Ministry Of Rural Development 2014 Clause 303.1. And As Directed by Engineer Incharge
11570.73
7318486
632.5
Construction of Granular sub-base grade -II by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibretary wheel roller to achieve the desired density, complete as per Technical Specification Ministry Of Rural Development 2014 Clause 401. And As Directed by Engineer Incharge
2029.25
4116840
2028.75
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 kilonewton 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 Water bound macadum Grading 2 as per Technical Specification Ministry Of Rural Development 2014 Clause 405. For - By Mechanical Means And As Directed by Engineer Incharge
4430.92
9700391
2189.25
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means And As Directed by Engineer Incharge
4048.42
9920855
2450.55
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. And As Directed by Engineer Incharge
53978.85
4882386
90.45
Providing and applying tack coat with Bitumen emulsion (Rapid setting-1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. And As Directed by Engineer Incharge
53978.85
685531
12.7
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 And As Directed by Engineer Incharge
53978.85
11478602
212.65
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts,laid with a paver with electronic sensor /by suitable means as approved by Engineer-in charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. And As Directed by Engineer Incharge
396.18
1368425
3454.05
Providing and laying White Topping as per IRC-SP 76-2015 over bituminous surface (Existing bituminous surface preparation to be done if necessary either by milling or levelling course with BM/DLC to correct surface profile and to be paid separately) with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) at 357kg/cum and 105 kgs of Fly Ash (Replacement of Fly Ash to the extent of 15% and Fine aggregate by 10%) coarse aggregate, fine aggregate and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with mechanical paver finisher, spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m to a depth of 1/3 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, sealing joints labour and HOM of machineries etc. complete as per specifications And As Directed by Engineer Incharge
578.4
4341094
7505.35
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete. And As Directed by Engineer Incharge
91
21168
232.62
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.
289.2
18387
63.58
Dismantling Stone Masonry as per Technical Specification MORD 2014 Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification MORD 2014 Clause 202. Rubble Stone Masonry in Cement Mortar And As Directed by Engineer Incharge
119.44
71765
600.85
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 MORD 2014 Clause 202. Upto 600 mm dia Hume pipe And As Directed by Engineer Incharge
52.5
30875
588.1
Earthwork in excavation for structures as per drawing and technical specifications Ministry Of Rural Development 2014 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 meter, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil And As Directed by Engineer Incharge
1834.37
1229486
670.25
Earthwork in excavation for structures as per drawing and technical specifications Ministry Of Rural Development 2014 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 meter, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 meter depth And As Directed by Engineer Incharge
368.32
308596
837.85
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble soling with Rubble And As Directed by Engineer Incharge
102.47
226366
2209.1
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Plane cement concreate grade M 10 Nominal mix 1:3:6 And As Directed by Engineer Incharge
498.44
3092645
6204.65
Providing concrete for plain/reinforced concrete in sub structure complete as per drawings and technical specifications Ministry Of Rural Development 2014 Clause 802, 803, 804, 805, 806, 807, 1202 & 1203, 1204 Plain cement concreate grade M 15 Nominal mix (1:2.5:5) And As Directed by Engineer Incharge
968.96
6272029
6472.95
Providing and laying reinforced cement concrete pipe NP3 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. B. 1000 milimeter Non pressure 3 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge
247.5
1868563
7549.75
Providing and laying reinforced cement concrete pipe NP3 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. D. 600 milimeter Non pressure 3 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge
370
1418487
3833.75
Providing and laying reinforced cement concrete pipe Non pressure2 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. D. 600 milimeter Non pressure 2 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge
725
1981425
2733
Providing and laying cement concrete wearing course M30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 And As Directed by Engineer Incharge
66.43
937470
14112.15
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
0.1
8189
81894.6
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in sub structure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 And As Directed by Engineer Incharge
8.08
642810
79555.7
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
168
341888
2035.05
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 And As Directed by Engineer Incharge
7
16635
2376.56
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 5th Kilometre Stone (Precast) And As Directed by Engineer Incharge
3
15324
5108.1
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 Ordinary Kilometer Stone (Precast) And As Directed by Engineer Incharge
15
44608
2973.9
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 200 meter stone (precast) And As Directed by Engineer Incharge
75
62553
834.05
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. And As Directed by Engineer Incharge
1144
961417
840.4
Providing and fixing a typical Mukhya Mantri Gram Yojana Citizen information board as per specification provided on detailed drawing of National Road Ruler Devlopment Agency having frame size of 2500 x 1150 millimeter with 75 millimeter square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of National Road Ruler Devlopment Agency shall be displayed on a Galvanised Iron sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. 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. Citizen Information Board And As Directed by Engineer Incharge
4
114740
28685
Providing and fixing of typical Mukhya Mantri Gram Sadak Yojana informatory sign board with Logo as per Ministry Of Rural Development specifications and drawing. Three Mild steel Plates of 1.6 mm thick, top and middle plate duly welded with Mild steel flat iron 25Millimeter x 5meter size on back on edges. The lower plate will be welded with Mild steel angle iron frame of 25 Millimeter x 25 Millimeter x 5 Millimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75Millimeter x 75 Millimeter of 12 Steel wire Gause sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450Millimeter x 450Millimeter x 600Millimeter, 600Millimeter below ground level. The top most diamond plate will be welded to middle plate by 47Millimeter x 47Millimeter of 12 Steel wire Gauge steel plate tube. All Mild steel 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 'Logo' of Mukhya Mantri Gram Sadak Yojana Project And As Directed by Engineer Incharge
4
73394
18348.65
Providing and fixing of typical Mukhya Mantri Gram Sadak Yojana informatory sign board with Logo as per Ministry Of Rural Development specifications and drawing. Three Mild steel Plates of 1.6 mm thick, top and middle plate duly welded with Mild steel flat iron 25Millimeter x 5meter size on back on edges. The lower plate will be welded with Mild steel angle iron frame of 25 Millimeter x 25 Millimeter x 5 Millimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75Millimeter x 75 Millimeter of 12 Steel wire Gause sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450Millimeter x 450Millimeter x 600Millimeter, 600Millimeter below ground level. The top most diamond plate will be welded to middle plate by 47Millimeter x 47Millimeter of 12 Steel wire Gauge steel plate tube. All Mild steel 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 'Logo' of Mukhya Mantri Gram Sadak Yojana Project And As Directed by Engineer Incharge
8
26602
3325.3
Direction and Place identification signs with size up to 0.9 squaremeter size board (Village name board)Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick Mild steel Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per Ministry Of Rural Development specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 mm height duly strengthened by 25 milimeter x 5 milimeter M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600milimeter below ground level as per approved drawing and Technical Specification Clause 1701.And As Directed by Engineer Incharge
15
61642
4109.5
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress 67 made of 1.5milimeter 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 Ministry Of Rural Development for Rural Roads of required shade and colour supported and welded on 47milimeter x 47milimeter x 12 Steel wire Gauge sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Ministry Of Rural Development 2014 Clause 1701.2.2 a. 600 milimeter equilateral triangular And As Directed by Engineer Incharge
68
260372
3829
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road congress 67 made of 1.5 milimeter thick Mild steel 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 Ministry Of Rural Development for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 Steel wire gauge sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Ministry Of Rural Development 2014 Clause 1701.2.2 c. 600 x 450 milimeter Rectangular And As Directed by Engineer Incharge
4.32
41761
9667
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 600mm circular And As Directed by Engineer Incharge
52
234832
4516
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete. And As Directed by Engineer Incharge
3030
2017980
666
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 And As Directed by Engineer Incharge
64
52608
822
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
15
31348
2089.9
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
2.64
436
165.5
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
10.4
270
26
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
140
687680
4912
Providing and Laying of 2 or more sets (6Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table11.1 and Fig.11.2 of IRC35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100mm and height 20mm. Gap between two ribs shall be 300mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled,uniform and free from streaks and holes,including surface cleaning and cost of all materials etc. complete. And As Directed by Engineer Incharge
30
129990
4333
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