Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 1,93,860Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERJ_79395_1Bid Award Id
ViewTender No
Short Term NIT No. 02/PMGSY/2019-20 Zone BharatpurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
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A/R to Leeloti
0.56
6937
12389
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A/R to Areni Gurjar
0.4
4955
12389
... More
A/R to Dedroli
0.48
5946
12389
... More
A/R to Bamanpura
0.6
7433
12389
... More
Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRD specifications Clause 1902 Mechanical Means
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-
-
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A/R to Kasane Ka Nagla
40
5640
141
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A/R to Harirampura
216
30456
141
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A/R to Leeloti
100.8
14212
141
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A/R to Areni Gurjar
72
10152
141
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A/R to Dedroli
86.4
12182
141
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A/R to Bamanpura
108
15228
141
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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
-
-
-
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A/R to Kasane Ka Nagla
75
39075
521
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A/R to Harirampura
466.88
243241
521
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A/R to Leeloti
210
109410
521
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A/R to Areni Gurjar
150
78150
521
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A/R to Dedroli
180
93780
521
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A/R to Bamanpura
225
117225
521
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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 Broken aggregate By Mechanical Means
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-
-
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A/R to Harirampura
16.88
17313
1026
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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.
-
-
-
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A/R to Kasane Ka Nagla
384.38
38821
101
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A/R to Harirampura
1552.5
156802
101
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A/R to Leeloti
761.25
76886
101
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A/R to Areni Gurjar
375
37875
101
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A/R to Dedroli
562.5
56812
101
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A/R to Bamanpura
787.5
79537
101
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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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-
-
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A/R to Kasane Ka Nagla
1912.5
28687
15
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A/R to Harirampura
11475
172125
15
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A/R to Leeloti
5355
80325
15
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A/R to Areni Gurjar
3825
57375
15
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A/R to Dedroli
4590
68850
15
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A/R to Bamanpura
5737.5
86062
15
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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)
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-
-
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A/R to Kasane Ka Nagla
2103.75
269280
128
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A/R to Harirampura
12347.1
1580428
128
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A/R to Leeloti
6284.48
804412
128
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A/R to Areni Gurjar
4668.41
597556
128
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A/R to Dedroli
5490.79
702820
128
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penitration grade bitumen or emulsion to required line, grade and level to serve as waering course on a previously prepared base, including cutting of plastic waste and mixing of aggregate and plastic waste cutting in a hot mix 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. Bitumen VG-30 (By mechnical means) Waste Plastic-8% of bitumen
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-
-
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A/R to Bamanpura
6666.98
840038
126
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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)
-
-
-
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A/R to Kasane Ka Nagla
1912.5
91800
48
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A/R to Harirampura
11475
550800
48
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A/R to Leeloti
5355
257040
48
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A/R to Areni Gurjar
3825
183600
48
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A/R to Dedroli
4590
220320
48
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A/R to Bamanpura
5737.5
275400
48
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Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and MoRD Specification Clause 1504with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004
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-
-
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A/R to Harirampura
225
237375
1055
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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
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-
-
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A/R to Kasane Ka Nagla
1
10822
10822
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A/R to Harirampura
1
10822
10822
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A/R to Leeloti
1
10822
10822
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A/R to Areni Gurjar
1
10822
10822
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A/R to Dedroli
1
10822
10822
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A/R to Bamanpura
1
10822
10822
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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
-
-
-
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A/R to Harirampura
1
2977
2977
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A/R to Areni Gurjar
1
2977
2977
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD 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.
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-
-
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A/R to Kasane Ka Nagla
1
8712
8712
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A/R to Harirampura
1
8712
8712
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A/R to Leeloti
1
8712
8712
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A/R to Areni Gurjar
1
8712
8712
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A/R to Dedroli
1
8712
8712
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A/R to Bamanpura
1
8712
8712
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701 with size more than 0.9 sqm size board
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-
-
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A/R to Harirampura
1.35
4160
3082
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A/R to Leeloti
1.35
4160
3082
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A/R to Areni Gurjar
1.35
4160
3082
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A/R to Dedroli
1.35
4160
3082
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A/R to Bamanpura
1.35
4160
3082
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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)
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-
-
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A/R to Kasane Ka Nagla
1
1589
1589
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A/R to Harirampura
4
6356
1589
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A/R to Leeloti
2
3178
1589
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A/R to Areni Gurjar
2
3178
1589
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A/R to Dedroli
2
3178
1589
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A/R to Bamanpura
2
3178
1589
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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.
200 m stone
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-
-
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A/R to Kasane Ka Nagla
3
1092
364
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A/R to Harirampura
16
5824
364
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A/R to Leeloti
6
2184
364
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A/R to Areni Gurjar
4
1456
364
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A/R to Dedroli
6
2184
364
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A/R to Bamanpura
6
2184
364
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PART- B : 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
-
-
-
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A/R to Kasane Ka Nagla
4.05
720
178
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A/R to Harirampura
8.1
1441
178
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A/R to Leeloti
8.1
1441
178
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A/R to Dedroli
4.05
720
178
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A/R to Bamanpura
4.05
720
178
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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 Nominal mix (1:2.5:5)
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-
-
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A/R to Kasane Ka Nagla
1.39
4986
3576
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A/R to Harirampura
1.73
6195
3576
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A/R to Leeloti
1.73
6195
3576
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A/R to Dedroli
0.87
3097
3576
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A/R to Bamanpura
0.87
3097
3576
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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. 300 mm dia
-
-
-
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A/R to Kasane Ka Nagla
7.5
5280
704
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A/R to Harirampura
15
10560
704
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A/R to Leeloti
15
10560
704
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A/R to Areni Gurjar
7.5
5280
704
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A/R to Bamanpura
7.5
5280
704
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Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.
Coursed rubble masonry (1st sort)
In 1:4 cement mortar
-
-
-
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A/R to Kasane Ka Nagla
2.75
9602
3488
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A/R to Harirampura
5.51
19204
3488
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A/R to Leeloti
5.51
19204
3488
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A/R to Dedroli
2.75
9602
3488
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A/R to Bamanpura
2.75
9602
3488
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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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A/R to Kasane Ka Nagla
0.9
320
356
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A/R to Harirampura
1.8
640
356
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A/R to Leeloti
1.8
640
356
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A/R to Areni Gurjar
0.9
320
356
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A/R to Bamanpura
0.9
320
356
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Pointing with cement mortar (1:3) on brickwork in parapet as per MoRD specifications Clauses 613.3 and 1208.4
-
-
-
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A/R to Kasane Ka Nagla
2.55
209
82
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A/R to Harirampura
5.1
418
82
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A/R to Leeloti
5.1
418
82
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A/R to Dedroli
2.55
209
82
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A/R to Bamanpura
2.55
209
82
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PART C (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
-
-
-
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A/R to Harirampura
10.8
1922
178
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A/R to Leeloti
10.8
1922
178
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A/R to Areni Gurjar
10.8
1922
178
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A/R to Dedroli
10.8
1922
178
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A/R to Bamanpura
10.8
1922
178
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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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A/R to Harirampura
1.35
4764
3529
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A/R to Leeloti
1.35
4764
3529
... More
A/R to Areni Gurjar
1.35
4764
3529
... More
A/R to Dedroli
1.35
4764
3529
... More
A/R to Bamanpura
1.35
4764
3529
... 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 1:6 cement mortar
-
-
-
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A/R to Harirampura
12
30828
2569
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A/R to Leeloti
12
30828
2569
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A/R to Areni Gurjar
12
30828
2569
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A/R to Dedroli
12
30828
2569
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A/R to Bamanpura
12
30828
2569
... 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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A/R to Harirampura
12.5
1025
82
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A/R to Leeloti
12.5
1025
82
... More
A/R to Areni Gurjar
12.5
1025
82
... More
A/R to Dedroli
12.5
1025
82
... More
A/R to Bamanpura
12.5
1025
82
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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
50 mm thick
-
-
-
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A/R to Harirampura
2
474
237
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A/R to Leeloti
2
474
237
... More
A/R to Areni Gurjar
2
474
237
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A/R to Dedroli
2
474
237
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A/R to Bamanpura
2
474
237
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Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
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1st year
8.55
99598
11648.91
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2nd year
8.55
127165
14873.16
... More
3rd year
8.55
162736
19033.48
... More
4th year
8.55
191192
22361.74
... More
5th year
8.55
219649
25690
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