Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Jul 2024
Closing Date25 Jul 2024
Tender Amount₹ 9,21,71,000
Costs
EMD
₹ 4,60,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135455_1Bid Award Id
ViewTender No
11/2024-2025Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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 croun-sections, and transporting to the embankment location with a lift upto 1.5 m and lead above 1000 m as per Technical Specification MORD 2014 Clause 302.3
6668.37
377096
56.55
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead above 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and croun-sections as per Technical Specification MORD 2014 Clause 302.3.5
8407.73
728193
86.61
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 croun-sections, loading and disposal of cut rock with a lift upto 1.5 m and with all leads as per Technical Specification MORD 2014 Clause 302.3.5
700.64
102482
146.27
Excavation in Hard Rock (blasting Prohibited) -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 metre 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
700.64
335017
478.16
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
2100
26880
12.8
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 Mord 2014 Clause 301.5
9507.74
692923
72.88
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 to meet requirement of Tables 300.1 and 300.2 for any lead as per Technical Specification Mord 2014 Clause 301.5
22007.36
9729453
442.1
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 MORD 2014 Clause 303.1.
10784.31
4673810
433.39
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 Clause 401.
4201.37
8433956
2007.43
WBM Grading 2 (Crushable Screenings) 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 2 as per Technical Specification Clause 405. B) By Mechanical Means
7949.23
16528754
2079.29
WBM Grading 2 (using Crusher Broken Metal & stone screening) 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.
56.25
133819
2379.02
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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 3 as per Technical Specification Clause 405.
4157.98
9894620
2379.67
Providing and Laying CE marked Knitted and PVC coated Polyester Biaxial Geogrid (Techgrid) for Basal Reinforcement indigenously manufactured from selected high tenacity polyester yarn with high molecular weight of ( 25000 g/mol), and low carboxyl end group (30mmol/Kilogram) (extruded PP geogrids & Polyester strips & Geostrips, Steel Strips not allowed & not accepted). Requirement of geogrid strength in both direction and granular fill. (Coating of Geogrid/ reinforcing geosynthetic material with LDPE, Latex, Bitumen and any other coating will not be allowed and will not be accepted). For reinforcement application to subgrade, unbound sub base / base courses & soil stabilization, etc. complete (Specification: MORTH Section-700). with prior approval of concerned Superitending Engineer.
7200
1432800
199
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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
55439.5
3988872
71.95
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.
127.5
1056606
8287.11
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
55327
697673
12.61
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. Case - II By Mechanical Means (II) Bitumen(S-65)
55327
7581458
137.03
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 B. By Mechanical Means Case-I:Type A (II) Bitumen (S-65)
55327
3623918
65.5
Reinforced cement concrete M15 grade 5 th kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 5th Kilometer Stone (Precast)
2
8696
4348.11
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 Ordinary Kilometer Stone (Precast)
14
35746
2553.35
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 200 m stone (precast)
58
30705
529.4
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
723
436829
604.19
MMGSY/PMGSY Citizen's information Board-Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specification sand latest PMGSY Sign age Manual/Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35x35x5mm thic kM. Sangle shall be welded by two vertical M.S angle of 5mm thick to 75mmx75mm of 12 SWG square tubes/75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mmx600mmx75mm, below ground level . MMGSY/PMGSY logo, letter sand numer also n the ACP should be made up of Retro Reflective sheeting of Class-A/Class-B grade as per the latest MORD section1700 specifications (Refer Circuler no. NRRDA-P 013 (11) /3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo /MMGSY Logo/Project descriptionon ClassA or ClassB type retroreflective sheeting using modern technology printing platform. The printer shall be approved by the retroreflective sheeting manufacturer and printe dsign shall conform to retroreflective values as laid down in IRC67-2012. The inks used for printing shall bee co friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of plat forms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed post sand steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed
2
57370
28685.01
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 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
2
29814
14907.33
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of____mm made out of ___mm aluminum sheet bonded with white retro reflective sheetingof Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressuresensitive/heat activated adhesive retoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stoveenamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mmX 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 gradeconcrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassB ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years writtenwarranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.
b 600 mm made out of 3mm aluminum composite material ( 600 mm equilateral triangular)
11
42317
3847
Providing and fixing of retro- reflectorised informatory sign board rectangular/Square inshape having area less than 0.9 One Square Meterr made out of ____mm aluminum sheetbonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamelpaint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mtlong firmly fixed to the ground by means of properly designed foundation with M25 gradecement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approveddrawing The angle iron post shall be duly painted with one coat of epoxy primer and twocoats of epoxy finish paints having alternate black and white bands of 25 cm widthincluding GI fixures and transportation etc.complete.The nut bolts of board with angle ironpost/supporting structure after fixing at site has to be electrically welded. Class B ( TypeIV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years writtenwarranty from the manufacturer and authorised distributor/convertor issued for fieldperformance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier. 4mm aluminum composite material Class B (600 x 450 mm Rectangular )
12
31713
2642.76
Providing and fixing Mandatory/Regulatory sign boards in circular shape of ______ mmdia made out of ____mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressuresensitive/heat activated adhesive retoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stoveenamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mmX 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 gradeconcrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassB ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years writtenwarranty from the manufacturer and authorised distributor/convertor issued for fieldperformance including the screen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.
600 mm dia made out of 3mm aluminum composite material ( 600 mm circular shape)
5
22740
4548
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm 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 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
1.8
55839
31022.1
Providing and laying cement concrete pipe of IS458:2003 NP-2class of 600mm diameter in proper line,level and slope including providing and fixing collars in cement mortar1:2 and curing etc. complete.
100
273300
2733
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete
187.5
898500
4792
Earthwork in excavation for structures as per drawing and technical specifications MORD 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 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil By Mechanical means
1171.09
629636
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.
II.Ordinary Rock (not Requiring Blasting)
928.47
623996
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. IV.Hard rock (blasting prohibited)
110.97
105707
952.58
Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete
125.51
277089
2207.71
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803, 1202 & 1203 P.C.C grade M 10 Nominal mix (1:3:6)
124.02
688697
5553.12
Plain/reinforced cement concrete in sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - P.C.C grade M 15 Nominal mix (1:2.5:5)
1865.56
10258171
5498.7
Providing and laying cement concrete wearing course M 30 grade complete as per drawing and technical specifications Clauses 800 and 1206.3
33.76
402971
11936.35
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 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
382.5
2731027
7139.94
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. 1200 mm NP3
50.4
477140
9467.07
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
17.25
26158
1516.44
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
27.6
40637
1472.38
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
47.68
70097
1470.27
Providing and fixing stream lined M-20 grade RCC guard stone including mild steel reinforcement etc. complete.
174
167562
963
Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988):-Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge
6
73505
12250.93
Painting Trees- Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete.
45
2565
57
Removal of telephone/electric poles- Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202.
10
200000
20000
Providing and fixing reflective fluorescent tape on old road signboard by following the procedurere commanded by manufacturer.Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro reflection overits entire surface.It shall be weather resistant and show colour fastness.It shall be new and un used and shall shownoevidance of cracking,scaling,pitting,blisting,edge lifting and shall have negligible shrinkage or expansion including cleaning/scraping and painting of existing board etc.complete.(Guidance on the recommanded applicationo feach class of tape may be taken from IRC-67)
2.33
12365
5297
Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4 mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends to be securely tied (Excluding transportation) etc. complete. ( In Dry condition and for under water installation extra cost to be considered)
191.25
992132
5187.62
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
2900
1931400
666
Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof.
76
102752
1352
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
60
100758
1679.31
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