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 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 2,82,63,000
Costs
EMD
₹ 2,82,630Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road From Dhanpur U.p. School To Asanbani Chowk Via Kadalibadia Santal Sahi Under Mmsy-trip In The District Of Mayurbhanj For The Year 2024-25.
Description
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Contact
Tender Id
2024_CERWI_108727_10Tender No
Road Online N.C.B. No-360Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
... More
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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
716.95
50
36091.26
... More
Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.
7029.01
28
201521.72
... More
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.
1884.04
1136
2140439
... More
Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
1162.99
3870
4501376.05
... More
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 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC
7753.28
37
287259.02
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC
7753.28
13
104824.35
... More
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) AR-175/47
193.83
11388
2207432.96
... More
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 within all lifts and lead upto 1000m as per direction of EIC.
165.6
74
12373.63
... More
Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
227.52
1100
250283.38
... More
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.
572.83
7980
4571572.92
... More
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
858.61
270
232588.86
... More
Plain Cement Concrete M15 (1:2.5:5) nominal mix) in foundation as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
475.87
6623
3151863.08
... More
Plain Cement Concrete M15 (1:2.5:5) nominal mix) in Sub structure as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
576.23
6765
3898426.44
... More
R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge
-
-
-
... More
Foundation
22.5
7883
177384.38
... More
Substructure
15.34
9853
151147.32
... More
Superstructure
58.17
10730
624181.55
... More
Proving R.C.C M-30 Casting in Wearing Coat including cost canveyance rayality & taxes of all materials cost of all labour T&P etc, complete as per specification & direction of Engineer in charge.
9.12
7901
72063.41
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
93.79
8769
822494.59
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications direction of Engineer in charge.
12
2334
28012.92
... More
Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
... More
1000 mm dia Single row
67.5
6167
416286
... More
Rough Stone Dry Packing in approns and Revetment with hard Granite Stones. and as per direction of the Engineer in charge
99.96
3119
311854.21
... More
Providing and laying of Filter Media with Stone Crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2. of MORTH Specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size as per direction of the Engineer in charge
127.47
3741
476866.54
... More
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 and MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
264
111
29385.84
... More
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 per direction of EIC
-
-
-
... More
600mm equilateral triangle
9
2171
19542.69
... More
600mm dia circular ( Speed Limit)
9
2016
18148.59
... More
Providing and fixing of typical 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 and as per direction of EIC
2
11827
23654.44
... More
Providing and fixing of typical CITIZEN INFORMATION 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 and as per direction of EIC
2
8998
17996
... More
Providing and erecting direction and Place identification retro-reflective sign as per IRC-67-2012 made of Class-B retro-reflective sheeling of sheeling of high intensity and high intensity rismatic grade sheeting as per ASTMD4956-09 type-III and IV strictly conforming to clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 4.00 mm thick as per clause 6.5.2 of IRC : 67-2012 or A.C.P (Aluminium Composite Panel) used for sign boards with a thermo plastic core of low density polythylene (LDPE) between two thick sheets of aliminium with over all thickness of 4mm and aliminium thichness of 0.5mm on both sides supported on mildsteel frames as detailed below, firmly fixed to the ground by means properly designed foundation withM-15 grade cement concrete (100cmx100cmx120cm), 15cm above ground level of as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T&P, excavation, curing etc. complete,under supervision of Engineer-In-Charge.(3650mm x 2450mm Rectangle)
1
141381
141381.26
... More
providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C
60
897
53829.6
... More
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
-
-
-
... More
Ordinary kilometer stone
4
2455
9821.52
... More
200 mm Stone
12
710
8521.92
... More
Maintenance
-
-
-
... More
Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat as per clause 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
... More
1st Year
339.19
349
118418.01
... More
2nd Year
474.87
349
165786.61
... More
3rd Year
610.54
349
213151.72
... More
4th Year
746.22
349
260520.33
... More
5th Year
888.68
349
310255.96
... More
Making up loss 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 MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
... More
1st Year
63
48
3041.64
... More
2nd Year
83.79
48
4045.38
... More
3rd Year
105.21
48
5079.54
... More
4th Year
126
48
6083.28
... More
5th Year
146.79
48
7087.02
... More
Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
... More
1st Year
63
18
1156.05
... More
2nd Year
83.79
18
1537.55
... More
3rd Year
105.21
18
1930.6
... More
4th Year
126
18
2312.1
... More
5th Year
146.79
18
2693.6
... More
Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.
-
-
-
... More
1st Year
18.9
390
7377.62
... More
2nd Year
25.14
390
9813.4
... More
3rd Year
31.56
390
12319.45
... More
4th Year
37.8
390
14755.23
... More
5th Year
44.04
390
17191.01
... More
Maintenance of Hume pipe /Slab/Boxcell Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
-
-
-
... More
1st Year
13
1713
22271.73
... More
2nd Year
13
1713
22271.73
... More
3rd Year
13
1713
22271.73
... More
4th Year
13
1713
22271.73
... More
5th Year
13
1713
22271.73
... More
Maintenance of 200 metre, km stones & 5th Km stones 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 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st Year
3
871
2614.56
... More
2nd Year
3
871
2614.56
... More
3rd Year
3
871
2614.56
... More
4th Year
3
871
2614.56
... More
5th Year
3
871
2614.56
... More
Cutting of branches of trees 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 of MORD as per direction of the Engineer in charg
-
-
-
... More
1st Year
30
176
5283.3
... More
2nd Year
40
176
7044.4
... More
3rd Year
50
176
8805.5
... More
4th Year
60
176
10566.6
... More
5th Year
70
176
12327.7
... More
Cutting of shurb 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 of MORD as per direction of the Engineer in charge
-
-
-
... More
1st Year
120
10
1316.4
... More
2nd Year
160
10
1755.2
... More
3rd Year
200
10
2194
... More
4th Year
240
10
2632.8
... More
5th Year
280
10
3071.6
... More
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
63
3
230.58
... More
2nd Year
83.79
3
306.67
... More
3rd Year
105.21
3
385.07
... More
4th Year
126
3
461.16
... More
5th Year
146.79
3
537.25
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