Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 7,28,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CERJ_94786_12Bid Award Id
ViewTender No
NIT-01-PMGSY-2020-21 ACE PWD UdaipurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
... 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.
3.5
-
50915
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PART -" B" - WMM & 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 with all lead 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
880
-
588
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C.C.
440
-
588
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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 All lead and lift
1707.75
-
1179
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C.C.
330
-
1179
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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
17077.5
-
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.
38709
-
9
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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)
1935.45
-
5020
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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 MoRD Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-30). Add extra over item no. 5.9, Case-II (ii) for providing waste plastic -8% of bitumen including of cutting of plastic waste and mixing of aggregate and plastic waste cutting in a hot mix plant.
38709
-
104
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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)
38709
-
36
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Part "D" C.C. Work
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
165
-
5083
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Part "E" Road Furniture
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.
-
-
-
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5th Kilometre Stone (precast)
1
-
2485
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Ordinary Kilometer Stone (Precast)
8
-
1477
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200 m stone (precast)
28
-
337
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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
84
-
383
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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
5
-
4007
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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.
The height of bottom of the lower most plate will be 1200 mm from normal ground level and
the bottom of middle plate will be 100 mm above the top level of the lower most plate. The
lettering and borders, etc. of middle and bottom plate, 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. For warranty and durability the clause 1701.5 and for maintenance the
clause 1911 shall be applicable. A reference number along with the month and year of
installation should be placed on the back of a sign in a contrasting colour or by stamping in
characters not exceeding 50 mm in height as per approved drawing and MoRD
Specification Clause 1700
1
-
12962
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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
-
-
-
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900 mm equilateral triangle
42
-
3819
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800 mm x 600 mm rectangular
4
-
4804
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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
1
-
12904
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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
110
-
5865
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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
93
-
2289
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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.
1025
-
242
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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.
60
-
769
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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.
5
-
5077
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90 x 60 cm.
8
-
3025
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60 x 45 cm.
10
-
2257
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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.
2649.85
-
551
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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)
29.6
-
164
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Part "F" C.D. Works
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 with all lead dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
-
-
-
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Retaining Wall
96
-
211
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Drain
51.2
-
211
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1000mm dia HP 1 Row
362.71
-
211
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1000mm dia HP 2 Row
169.24
-
211
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Syphon
28.62
-
211
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RCC Slab Culvert - 2m 1 span
368.59
-
211
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RCC Slab Culvert - 4m 1 span
224.32
-
211
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VCW
203.97
-
211
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Ordinary rock (not requiring blasting) Upto 3 m depth
-
-
-
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RCC Slab Culvert - 2m 1 span
331.73
-
264
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RCC Slab Culvert - 4m 1 span
256.37
-
264
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Hard rock (blasting prohibited)
-
-
-
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RCC Slab Culvert - 2m 1 span
36.86
-
404
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RCC Slab Culvert - 4m 1 span
160.23
-
404
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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
-
-
-
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Retaining Wall
12
-
3255
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Drain
12.8
-
3255
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1000mm dia HP 1 Row
31.6
-
3255
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1000mm dia HP 2 Row
11.84
-
3255
... More
Syphon
5.6
-
3255
... More
RCC Slab Culvert - 2m 1 span
73.72
-
3255
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RCC Slab Culvert - 4m 1 span
130.94
-
3255
... More
VCW
56.64
-
3255
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Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In 1:6 cement mortar
-
-
-
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Retaining Wall
106.25
-
2356
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1000mm dia HP 1 Row
203.84
-
2356
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1000mm dia HP 2 Row
73.74
-
2356
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Syphon
15.25
-
2356
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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
-
-
-
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Retaining Wall
20
-
319
... More
1000mm dia HP 1 Row
34.16
-
319
... More
1000mm dia HP 2 Row
12.8
-
319
... More
Syphon
5.4
-
319
... More
RCC Slab Culvert - 2m 1 span
63.19
-
319
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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 specification Clauses 614, 709, 1204.3.7
-
-
-
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Retaining Wall
25
-
65
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RCC Slab Culvert - 2m 1 span
105
-
65
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RCC Slab Culvert - 4m 1 span
140
-
65
... More
VCW
42
-
65
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRD specification Clauses 613.4 & 1204
-
-
-
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Retaining Wall
75
-
123
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1000mm dia HP 1 Row
15.12
-
123
... More
1000mm dia HP 2 Row
3.84
-
123
... More
Syphon
7.2
-
123
... More
RCC Slab Culvert - 2m 1 span
427.98
-
123
... More
RCC Slab Culvert - 4m 1 span
503.24
-
123
... 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)
-
-
-
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Drain
14.4
-
3259
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VCW
146.65
-
3259
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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
-
-
-
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1000mm dia HP 1 Row
70
-
3966
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1000mm dia HP 2 Row
40
-
3966
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VCW
50
-
3966
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Stone masonry in cement mortar for substructure complete as per drawing & MoRD specification Clauses 702, 704, 1202 and 1204. Random rubble masonry. In 1:4 cement mortar
-
-
-
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1000mm dia HP 1 Row
1.33
-
2995
... More
1000mm dia HP 2 Row
0.38
-
2995
... More
RCC Slab Culvert - 2m 1 span
213.38
-
2995
... More
RCC Slab Culvert - 2m 1 span
363.63
-
2995
... 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)
-
-
-
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1000mm dia HP 1 Row
12.57
-
3259
... More
1000mm dia HP 2 Row
8.04
-
3259
... More
VCW
5.78
-
3259
... 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
-
-
-
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1000mm dia HP 1 Row
137.06
-
75
... More
1000mm dia HP 2 Row
63
-
75
... More
VCW
63.5
-
75
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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
20
-
1469
... More
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In 1:4 cement mortar
-
-
-
... More
RCC Slab Culvert - 2m 1 span
365.24
-
2852
... More
RCC Slab Culvert - 4m 1 span
425.43
-
2852
... 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
-
-
-
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RCC Slab Culvert - 2m 1 span
40.83
-
3989
... More
RCC Slab Culvert - 4m 1 span
94.91
-
3989
... More
VCW
28.13
-
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
-
-
-
... More
RCC Slab Culvert - 2m 1 span
3.11
-
46789
... More
RCC Slab Culvert - 4m 1 span
7.59
-
46789
... More
VCW
4.37
-
46789
... 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
-
-
-
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RCC Slab Culvert - 4m 1 span
200
-
1804
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRD specifications Clause 1302 Stone/Boulder
-
-
-
... More
VCW
46.06
-
836
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and MoRD specifications Clause 1302
-
-
-
... More
VCW
26.01
-
706
... 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 - 2m 1 span
826.32
-
612
... More
RCC Slab Culvert - 4m 1 span
403.5
-
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 - 2m 1 span
1800
-
9.2
... More
RCC Slab Culvert - 4m 1 span
180
-
9.2
... More
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 MoRD specifications Clause 1301
-
-
-
... More
VCW
91.8
-
836
... More
Routine Maintenance after complition construction work
-
-
-
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1st Year : 0.68%
7
-
33505.47
... More
2nd Year : 0.87%
7
-
42867.29
... More
3rd Year : 1.12%
7
-
55185.48
... More
4th Year : 1.31%
7
-
64547.31
... More
5th Year : 1.52%
7
-
74894.58
... More
Total Maintenance cost for 5 Years
7
-
271000.14
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