Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 22,78,720Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERJ_123825_1Bid Award Id
ViewTender No
RJ14P303Tender 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
... More
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 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MoRD Specification Clause 302.3.5 Mechanical Means
5923.54
1593432
269
... More
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 upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Specification Clause 302.3.5
7898.05
402801
51
... More
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 with a lead upto 1000 m as per MoRD Specification Clause 301.5
-
-
-
... More
ROAD WORK
29062.68
3836273
132
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RAMP
26.25
3465
132
... More
PLATE FORM
23.4
3089
132
... More
BUS BAY
28.13
3713
132
... More
BUS STOP
150
19800
132
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JUNCTION
351.56
46406
132
... More
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5 Used for filling from cutting qty. as per Item No.(i),(ii) & (iii)
39490.25
1461139
37
... More
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 with lead upto 50 m as per MoRD Specification Clause 303.1.
6982.5
384038
55
... More
Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108.
13.3
677170
50915
... More
PART -" B" - WBM & Hard Shoulder
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401. For Grading II Material
-
-
-
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ROAD WORK
4548.44
2674483
588
... More
RAMP
10.5
6174
588
... More
BUS BAY
11.25
6615
588
... More
BUS STOP
60
35280
588
... More
JUNCTION
140.63
82688
588
... More
C.C. ROAD
1117.67
657187
588
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all lead and lift.
-
-
-
... More
ROAD WORK
11345.04
13375806
1179
... More
RAMP
15.75
18569
1179
... More
BUS BAY
16.88
19896
1179
... More
BUS STOP
90
106110
1179
... More
JUNCTION
210.94
248695
1179
... More
C.C. ROAD
1257.37
1482443
1179
... More
PART -" C" - B.T. Work
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 MoRD Specification Clause 502
-
-
-
... More
ROAD WORK
64262.55
3148865
49
... More
RAMP
105
5145
49
... More
BUS BAY
112.5
5513
49
... More
BUS STOP
600
29400
49
... More
JUNCTION
1406.25
68906
49
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.
64262.55
722954
11.25
... More
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 MoRD Specification Clause 503.
-
-
-
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RAMP
105
1444
13.75
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BUS BAY
112.5
1547
13.75
... More
BUS STOP
600
8250
13.75
... More
JUNCTION
1406.25
19336
13.75
... More
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Specification Clause 504. Bitumen (VG-30)
3213.13
20162375
6275
... More
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 viscositay grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix 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 MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30
-
-
-
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ROAD WORK
64262.55
8354132
130
... More
RAMP
105
13650
130
... More
BUS BAY
112.5
14625
130
... More
BUS STOP
600
78000
130
... More
JUNCTION
1406.25
182813
130
... More
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 MoRD Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)
-
-
-
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ROAD WORK
64262.55
2891815
45
... More
RAMP
105
4725
45
... More
BUS BAY
112.5
5063
45
... More
BUS STOP
600
27000
45
... More
JUNCTION
1406.25
63281
45
... More
Part- D :- Road Furnishing
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 MoRD Specification Clause 1703. 5th Kilometre Stone (precast)
3
7455
2485
... More
Ordinary Kilometer Stone (Precast)
14
20678
1477
... More
200 m stone (precast)
52
17524
337
... More
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 MoRD Specification Clause 1704
156
59748
383
... More
Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.Posts will be fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700
8
32056
4007
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.
8
103696
12962
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701
900 mm equilateral triangle
156
595764
3819
... More
800 mm x 600 mm rectangular
7
33628
4804
... More
Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700
8
103232
12904
... More
Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom
133
780045
5865
... More
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 process, 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
60
137340
2289
... More
Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
1330
321860
242
... More
Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it.
104
79976
769
... More
Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. :
-
-
-
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150 x 120 cm.
27
137079
5077
... More
90 x 60 cm.
40
121000
3025
... More
60 x 45 cm.
53
119621
2257
... More
Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
2973.22
1638241
551
... More
Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (excluding cost of bitumen)
59.2
10656
180
... More
Supply & Planting of shady plants ( Neem, Peepal, Goolar, Jamun, Imli or other specified ) along road side including the following activities:- 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of plant at site of two years of age & height more than 1.50 Mtr 3. Supply of dry manure ( Farm yard manure organic ) 4. Supply of Insecticides 5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 15 liter per plant after planting. 6. Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete.
266
474810
1785
... More
PART 'E' : C.C. ROAD
Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (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 formwork 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 and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
895.43
4551483
5083
... More
CELL FIELD CONCRETE
Providing, fabricating and lying form work of plastic cells made from reclaimed High Density Polythelene (HDPE) sheets of thickness 0.20mm to about 0.25mm or LDPE sheets of thickness 0.30mm to 0.35mm thickness, 100mm wide heat welded or stitched to form cell at 300mm interval and fixed with iron spikes of about 200mm long to keep the cell walls taut and with nylon threads to prevent collapse of the cell walls during placement of concrete, form work of cells should be so stiched to form a roll of cells of a pavement width 3.75m and has a length of 10m to 20m and successive rolls of cell to be stapled.
5588.33
648246
116
... More
Part ''F'' CD Work
Earthwork in excavation for structures as per drawing and MoRD 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. Ordinary soil Upto 3 m depth
Ordinary soil
Upto 3 m depth
-
-
-
... More
1000mm dia HP 1 Row
1236.06
260809
211
... More
1000mm dia HP 2 Row
258.36
54514
211
... More
Syphon
224.84
47441
211
... More
RCC-Box Culvert-1 Cell- 2.0M x 2.0M
584.5
123330
211
... More
Retaining wall
477
100647
211
... More
Drain
996.3
210219
211
... More
RCC Slab Culvert - 3M.-1SPAN
87.96
18559
211
... More
Ordinary rock (not requiring blasting) Upto 3 m depth
-
-
-
... More
RCC Slab Culvert - 3M.-1SPAN
100.52
26537
264
... More
Hard rock (blasting prohibited)
-
-
-
... More
RCC Slab Culvert - 3M.-1SPAN
62.83
25381
404
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and MoRD specifications Clause 1302
-
-
-
... More
RCC-Box Culvert-1 Cell- 2.0M x 2.0M
336
237216
706
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 - Nominal mix 1:3:6
-
-
-
... More
1000mm dia HP 1 Row
79.92
260140
3255
... More
1000mm dia HP 2 Row
13.32
43357
3255
... More
RCC-Box Culvert-1 Cell- 2.0M x 2.0M
55.79
181596
3255
... More
Retaining wall
59.63
194096
3255
... More
Drain
221.4
720657
3255
... More
Syphon
44.1
143546
3255
... More
RCC Slab Culvert - 3M.-1SPAN
44.4
144520
3255
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)
-
-
-
... More
1000mm dia HP 1 Row
497.88
1622591
3259
... More
1000mm dia HP 2 Row
80.1
261046
3259
... More
Syphon
106.81
348102
3259
... More
Retaining wall
655.88
2137513
3259
... More
Drain
332.1
1082314
3259
... More
RCC Slab Culvert - 3M.-1SPAN
137.15
446970
3259
... More
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. 1000 mm dia
-
-
-
... More
1000mm dia HP 1 Row
337.5
1338525
3966
... More
1000mm dia HP 2 Row
75
297450
3966
... More
Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 500 mm dia
-
-
-
... More
Syphon
175
257075
1469
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203
P.C.C grade M 15 Nominal mix (1:2.5:5)
-
-
-
... More
1000mm dia HP 1 Row
5.13
16719
3259
... More
1000mm dia HP 2 Row
0.57
1858
3259
... More
Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. For height upto 5 m R.C.C grade M 20
-
-
-
... More
RCC-Box Culvert-1 Cell- 2.0M x 2.0M
259.7
1035943
3989
... More
RCC Slab Culvert - 3M.-1SPAN
172.03
686218
3989
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRD specification Clauses 1002, 1005, 1010 & 1202 Qty as per IRC SP-20
-
-
-
... More
RCC-Box Culvert-1 Cell- 2.0M x 2.0M
25.97
1215110
46789
... More
Retaining wall
19.68
920639
46789
... More
RCC Slab Culvert - 3M.-1SPAN
4.59
214762
46789
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 75 mm thick
-
-
-
... More
1000mm dia HP 1 Row
86.4
27562
319
... More
1000mm dia HP 2 Row
14.4
4594
319
... More
Retaining wall
106
33814
319
... More
Syphon
37.8
12058
319
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRD specification Clauses 613.4 & 1204
-
-
-
... More
1000mm dia HP 1 Row
58.32
7173
123
... More
1000mm dia HP 2 Row
5.76
708
123
... More
Syphon
50.4
6199
123
... More
Retaining wall
477
58671
123
... More
RCC Slab Culvert - 3M.-1SPAN
156.1
19200
123
... More
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised and Cut Type
-
-
-
... More
1000mm dia HP 1 Row
324.54
24341
75
... More
1000mm dia HP 2 Row
72.9
5468
75
... More
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
P.C.C grade M 15 Nominal mix (1:2.5:5)
-
-
-
... More
1000mm dia HP 1 Row
63.72
207663
3259
... More
1000mm dia HP 2 Row
15.84
51623
3259
... 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 technical specification Clauses 614, 709, 1204.3.7
-
-
-
... More
Retaining wall
133
8645
65
... More
RCC Slab Culvert - 3M.-1SPAN
70
4550
65
... More
Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain Opeining Size 300 to 450 mm Stone Patty drain cover size 800mm x 600mm x 75mm
-
-
-
... More
Drain
1107
824715
745
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1204.3.8 Granular material.
-
-
-
... More
RCC Slab Culvert - 3M.-1SPAN
78.38
47966
612
... More
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRD specifications
-
-
-
... More
RCC Slab Culvert - 3M.-1SPAN
19.8
182
9.2
... 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 MoRD specifications Clauses 800, 900 and 1208.3
Cast in Situ
-
-
-
... More
RCC Slab Culvert - 3M.-1SPAN
100
180400
1804
... More
Total Construction Part
1
90143561
-
... More
Routine Mainteenance work After Completion of works for Five Year Fixed Amount
-
-
-
... More
For 1st year (0.68%)
13.3
724914
54504.81
... More
For 2nd year (0.87%)
13.3
927464
69734.1
... More
For 3rd year (1.12%)
13.3
1193976
89772.63
... More
For 4th year (1.31%)
13.3
1396526
105001.92
... More
For 5th year (1.52%)
13.3
1620396
121834.29
... More
Total Estimated cost for Maintenance work
13.3
5863275
440847.74
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