Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date15 Jun 2018
Closing Date28 Jun 2018
Tender Amount₹ 2,81,10,000
Costs
EMD
₹ 5,62,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERJ_64719_8Bid Award Id
ViewTender No
NIT No. 05/PMGSY/2018-19 PWD Zone BharatpurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
A/R to Rathod
1.8
22300
12389
A/R to Bansra Nadi
1
12389
12389
A/R to Gothra
0.48
5946
12389
A/R to Gudla Nadi
1.76
21804
12389
A/R to Nemod
1.36
16849
12389
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRD Specification Clause 202 By Mechanical Means , Bituminous Courses
-
-
-
A/R to Gugdod
37.5
5737
153
A/R to Rathod
60
9180
153
A/R to Bansra Nadi
37.5
5737
153
A/R to Gothra
7.5
1147
153
A/R to Gudla Nadi
30
4590
153
A/R to Nemod
22.5
3442
153
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
-
-
-
A/R to Gugdod
240
30240
126
A/R to Rathod
560
70560
126
A/R to Bansra Nadi
195
24570
126
A/R to Gothra
250.5
31563
126
A/R to Gudla Nadi
562.5
70875
126
A/R to Nemod
513
64638
126
Construction of granular sub-base by providing well graded 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 III Material
-
-
-
A/R to Gugdod
408.75
212958
521
A/R to Rathod
594.38
309669
521
A/R to Bansra Nadi
285
148485
521
A/R to Gothra
131.25
68381
521
A/R to Gudla Nadi
562.5
293062
521
A/R to Nemod
412.5
214912
521
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. using Crusher borken aggregate By Manual Means
-
-
-
A/R to Gugdod
196.88
246487
1252
A/R to Rathod
309.38
387337
1252
A/R to Bansra Nadi
225
281700
1252
A/R to Gothra
56.25
70425
1252
A/R to Gudla Nadi
98.44
123246
1252
A/R to Nemod
90
112680
1252
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRD specification Clause 1906.
-
-
-
A/R to Gugdod
900
90900
101
A/R to Rathod
1950
196950
101
A/R to Bansra Nadi
877.5
88627
101
A/R to Gothra
262.5
26512
101
A/R to Gudla Nadi
1312.5
132562
101
A/R to Nemod
1200
121200
101
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
-
-
-
A/R to Gugdod
2400
100800
42
A/R to Rathod
3675
154350
42
A/R to Bansra Nadi
2662.5
111825
42
A/R to Gothra
637.5
26775
42
A/R to Gudla Nadi
862.5
36225
42
A/R to Nemod
862.5
36225
42
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.
-
-
-
A/R to Gugdod
14775
221625
15
A/R to Rathod
23925
358875
15
A/R to Bansra Nadi
14287.5
214312
15
A/R to Gothra
5137.5
77062
15
A/R to Gudla Nadi
18300
274500
15
A/R to Nemod
14662.5
219937
15
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)
-
-
-
A/R to Gugdod
14775
1891200
128
A/R to Rathod
23925
3062400
128
A/R to Bansra Nadi
14287.5
1828800
128
A/R to Gothra
5137.5
657600
128
A/R to Gudla Nadi
18300
2342400
128
A/R to Nemod
14662.5
1876800
128
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)
-
-
-
A/R to Gugdod
14775
709200
48
A/R to Rathod
23925
1148400
48
A/R to Bansra Nadi
14287.5
685800
48
A/R to Gothra
5137.5
246600
48
A/R to Gudla Nadi
18300
878400
48
A/R to Nemod
14662.5
703800
48
PART- B : C.C. PAVEMENT
-
-
-
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
-
-
-
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
-
-
-
A/R to Gugdod
45
249120
5536
A/R to Rathod
90
498240
5536
A/R to Bansra Nadi
67.5
373680
5536
A/R to Gothra
15
83040
5536
A/R to Gudla Nadi
90
498240
5536
A/R to Nemod
67.5
373680
5536
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 Kilometer stone (Precast)
5
7945
1589
A/R to Gugdod
7
11123
1589
A/R to Rathod
4
6356
1589
A/R to Bansra Nadi
2
3178
1589
A/R to Gothra
5
7945
1589
A/R to Gudla Nadi
5
7945
1589
A/R to Nemod
-
-
-
Hectometer stone (Precast)
-
-
-
A/R to Gugdod
16
5824
364
A/R to Rathod
25
9100
364
A/R to Bansra Nadi
16
5824
364
A/R to Gothra
6
2184
364
A/R to Gudla Nadi
20
7280
364
A/R to Nemod
16
5824
364
Providing and erecting direction and place identification retro-reflectorised 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 2 inch dia GI Pipe 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 Tehnical Specification Clause 1701. upto 0.9 sqm size board
-
-
-
A/R to Gugdod
2.16
19489
9023
A/R to Rathod
2.16
19489
9023
A/R to Bansra Nadi
1.08
9744
9023
A/R to Gothra
1.08
9744
9023
A/R to Gudla Nadi
2.16
19489
9023
A/R to Nemod
1.08
9744
9023
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
-
-
-
600 mm equilateral triangle
-
-
-
A/R to Gugdod
3
9210
3070
A/R to Rathod
5
15350
3070
A/R to Bansra Nadi
2
6140
3070
A/R to Gothra
2
6140
3070
A/R to Gudla Nadi
3
9210
3070
A/R to Nemod
3
9210
3070
800 mm x 600 mm rectangular
-
-
-
A/R to Gugdod
2
11182
5591
A/R to Rathod
3
16773
5591
A/R to Bansra Nadi
1
5591
5591
A/R to Gothra
1
5591
5591
A/R to Gudla Nadi
2
11182
5591
A/R to Nemod
2
11182
5591
Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x6mm including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly 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
-
-
-
A/R to Gugdod
1
2977
2977
A/R to Rathod
1
2977
2977
A/R to Bansra Nadi
1
2977
2977
A/R to Gothra
1
2977
2977
A/R to Gudla Nadi
1
2977
2977
A/R to Nemod
1
2977
2977
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MoRTH made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification.
-
-
-
A/R to Gugdod
1
8712
8712
A/R to Rathod
1
8712
8712
A/R to Bansra Nadi
1
8712
8712
A/R to Gothra
1
8712
8712
A/R to Gudla Nadi
1
8712
8712
A/R to Nemod
1
8712
8712
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
-
-
-
A/R to Gugdod
1
10822
10822
A/R to Rathod
1
10822
10822
A/R to Bansra Nadi
1
10822
10822
A/R to Gothra
1
10822
10822
A/R to Gudla Nadi
1
10822
10822
A/R to Nemod
1
10822
10822
PART- D : SYPHON
-
-
-
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
-
-
-
A/R to Gugdod
40.28
7169
178
A/R to Rathod
64.44
11470
178
A/R to Bansra Nadi
32.22
5735
178
A/R to Gothra
16.11
2867
178
A/R to Gudla Nadi
40.28
7169
178
A/R to Nemod
40.28
7169
178
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
-
-
-
A/R to Gugdod
8.17
28831
3529
A/R to Rathod
13.07
46124
3529
A/R to Bansra Nadi
6.54
23079
3529
A/R to Gothra
3.27
11539
3529
A/R to Gudla Nadi
8.17
28831
3529
A/R to Nemod
8.17
28831
3529
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
-
-
-
A/R to Gugdod
50
35200
704
A/R to Rathod
80
56320
704
A/R to Bansra Nadi
40
28160
704
A/R to Gothra
20
14080
704
A/R to Gudla Nadi
50
35200
704
A/R to Nemod
50
35200
704
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.In 1:4 cement mortar
-
-
-
A/R to Gugdod
11.16
38926
3488
A/R to Rathod
17.86
62295
3488
A/R to Bansra Nadi
8.93
31130
3488
A/R to Gothra
4.46
15556
3488
A/R to Gudla Nadi
11.16
38926
3488
A/R to Nemod
11.16
38926
3488
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 1204.3.1175 mm thick
-
-
-
A/R to Gugdod
3.75
1335
356
A/R to Rathod
6
2136
356
A/R to Bansra Nadi
3
1068
356
A/R to Gothra
1.5
534
356
A/R to Gudla Nadi
3.75
1335
356
A/R to Nemod
3.75
1335
356
Plastering with cement mortar (1:4), 20 mm thick on Stone work.
-
-
-
A/R to Gugdod
12.5
2050
164
A/R to Rathod
20
3280
164
A/R to Bansra Nadi
10
1640
164
A/R to Gothra
5
820
164
A/R to Gudla Nadi
12.5
2050
164
A/R to Nemod
12.5
2050
164
PART - G : PROTECTION WALL
-
-
-
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
-
-
-
A/R to Gugdod
39
6942
178
A/R to Rathod
52
9256
178
A/R to Bansra Nadi
26
4628
178
A/R to Gothra
13
2314
178
A/R to Gudla Nadi
65
11570
178
A/R to Nemod
45.5
8099
178
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
-
-
-
A/R to Gugdod
5.85
20644
3529
A/R to Rathod
7.8
27526
3529
A/R to Bansra Nadi
3.9
13763
3529
A/R to Gothra
1.95
6881
3529
A/R to Gudla Nadi
9.75
34407
3529
A/R to Nemod
6.83
24085
3529
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.In 1:4 cement mortar
-
-
-
A/R to Gugdod
47.25
164808
3488
A/R to Rathod
63
219744
3488
A/R to Bansra Nadi
31.5
109872
3488
A/R to Gothra
15.75
54936
3488
A/R to Gudla Nadi
78.75
274680
3488
A/R to Nemod
55.13
192293
3488
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 1204.3.1175 mm thick
-
-
-
A/R to Gugdod
13.5
4806
356
A/R to Rathod
18
6408
356
A/R to Bansra Nadi
9
3204
356
A/R to Gothra
4.5
1602
356
A/R to Gudla Nadi
22.5
8010
356
A/R to Nemod
15.75
5607
356
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised and Cut Type
-
-
-
A/R to Gugdod
30
2460
82
A/R to Rathod
40
3280
82
A/R to Bansra Nadi
20
1640
82
A/R to Gothra
10
820
82
A/R to Gudla Nadi
50
4100
82
A/R to Nemod
35
2870
82
Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
1st year
24.8
288836
11646.65
2nd year
24.8
368782
14870.27
3rd year
24.8
471938
19029.79
4th year
24.8
554463
22357.4
5th year
24.8
636988
25685.01
Evaluation Notes How It Works ?
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