Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 3,62,620Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERJ_132395_8Bid Award Id
ViewTender No
NIT-16-PMGSY-23-24 ACE PWD Zone I UdaipurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Semari Rathoda Road Km. 6/950 - Ora
0.71
10242
14426
Dholpura to Chibuda
0.3
4328
14426
Scarifying old bituminous road by making 50x50mm furrows crisscross at 1.0 metre intervals at 45 degree to the center line of the carriageway
-
-
-
Semari Rathoda Road Km. 6/950 - Ora
892.5
17805
19.95
Preparation of Foundation for Embankment. 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 MoRD Specification Clause 301.4.
-
-
-
Arnia to Dhawadi
1125
9000
8
Semari Rathoda Road Km. 6/950 - Ora
187.5
1500
8
Dholpura to Chibuda
375
3000
8
Wet Mix Macadam. 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 lifts
-
-
-
SH-32 Km. 30/500 to Relan
67.5
79853
1183
Arnia to Dhawadi
497.81
588909
1183
Semari Rathoda Road Km. 6/950 - Ora
382.9
452971
1183
Dholpura to Chibuda
84.38
99822
1183
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 1000 m as per MoRD Specification Clause 303.1.
-
-
-
SH-32 Km. 30/500 to Relan
1125
148500
132
Arnia to Dhawadi
2283.75
301455
132
Semari Rathoda Road Km. 6/950 - Ora
907.5
119790
132
Dholpura to Chibuda
405
53460
132
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.
-
-
-
SH-32 Km. 30/500 to Relan
11475
165240
14.4
Arnia to Dhawadi
22376.25
322218
14.4
Semari Rathoda Road Km. 6/950 - Ora
9103.5
131090
14.4
Dholpura to Chibuda
3825
55080
14.4
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder. 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 Viscosity 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)
-
-
-
SH-32 Km. 30/500 to Relan
11475
1491750
130
Arnia to Dhawadi
22376.25
2908913
130
Semari Rathoda Road Km. 6/950 - Ora
9103.5
1183455
130
Dholpura to Chibuda
3825
497250
130
Seal Coat. 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 - III : Type C. Bitumen (VG-30)
-
-
-
SH-32 Km. 30/500 to Relan
11475
539325
47
Arnia to Dhawadi
22376.25
1051684
47
Semari Rathoda Road Km. 6/950 - Ora
9103.5
427865
47
Dholpura to Chibuda
3825
179775
47
Excavation for Structures. 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
-
-
-
Arnia to Dhawadi
90
18990
211
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. P.C.C. grade M 20. Nominal mix (1:2:4)
-
-
-
SH-32 Km. 30/500 to Relan
126
481068
3818
Arnia to Dhawadi
33.75
128858
3818
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
-
-
-
Arnia to Dhawadi
16.88
54944
3255
Cement Concrete Pavement. Construction of un-reinforced, without dowel bar, 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, 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
-
-
-
Arnia to Dhawadi
168.75
857756
5083
Semari Rathoda Road Km. 6/950 - Ora
28.13
142985
5083
Dholpura to Chibuda
56.25
285919
5083
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
-
-
-
SH-32 Km. 30/500 to Relan
1
13610
13610
Arnia to Dhawadi
1
13610
13610
Semari Rathoda Road Km. 6/950 - Ora
1
13610
13610
Dholpura to Chibuda
1
13610
13610
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 quare 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
-
-
-
SH-32 Km. 30/500 to Relan
1
4091
4091
Arnia to Dhawadi
1
4091
4091
Semari Rathoda Road Km. 6/950 - Ora
1
4091
4091
Dholpura to Chibuda
1
4091
4091
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be 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
-
-
-
SH-32 Km. 30/500 to Relan
1
14610
14610
Arnia to Dhawadi
1
14610
14610
Semari Rathoda Road Km. 6/950 - Ora
1
14610
14610
Dholpura to Chibuda
1
14610
14610
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. 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. 300 mm dia
-
-
-
Arnia to Dhawadi
30
24570
819
Dholpura to Chibuda
15
12285
819
Kilometre Stone. 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
-
-
-
Ordinary Km stone (Precast)
-
-
-
SH-32 Km. 30/500 to Relan
4
6200
1550
Arnia to Dhawadi
7
10850
1550
Semari Rathoda Road Km. 6/950 - Ora
3
4650
1550
Dholpura to Chibuda
2
3100
1550
200 m stone (Precast)
-
-
-
SH-32 Km. 30/500 to Relan
12
4236
353
Arnia to Dhawadi
25
8825
353
Semari Rathoda Road Km. 6/950 - Ora
10
3530
353
Dholpura to Chibuda
4
1412
353
Boundary Pillar. 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
-
-
-
SH-32 Km. 30/500 to Relan
42
16884
402
Semari Rathoda Road Km. 6/950 - Ora
18
7236
402
Direction and Place Identification signs upto 0.9 sqm size board; Retro-reflectorised Traffic Signs; Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly 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 1701 upto 0.9 sqm size board
-
-
-
SH-32 Km. 30/500 to Relan
1.62
16281
10050
Arnia to Dhawadi
1.62
16281
10050
Semari Rathoda Road Km. 6/950 - Ora
1.62
16281
10050
Dholpura to Chibuda
1.62
16281
10050
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 a mild steel angle iron post 75 mm x 75 mm x 6 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 drawings and MoRD Specification Clause 801; 900 mm equilateral triangle
-
-
-
SH-32 Km. 30/500 to Relan
24
106800
4450
Arnia to Dhawadi
12
53400
4450
Semari Rathoda Road Km. 6/950 - Ora
20
89000
4450
Dholpura to Chibuda
2
8900
4450
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.
-
-
-
SH-32 Km. 30/500 to Relan
600
330600
551
Arnia to Dhawadi
1128.53
621820
551
Semari Rathoda Road Km. 6/950 - Ora
252.91
139353
551
Dholpura to Chibuda
113.89
62753
551
Total Construction Part
1
14563945
-
Routine Mainteenance work After Completion of works for Five Year Fixed Amount
-
-
-
For 1st Year (0.68%)
12.73
99039
7780
For 2nd Year (0.87%)
12.73
126702
9953
For 3rd Year (1.12%)
12.73
163122
12814
For 4th Year (1.31%)
12.73
190785
14987
For 5th Year (1.52%)
12.73
221375
17390
Total Estimated cost for Maintenance work
12.73
801023
62924
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