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₹ 2,72,00,000
Costs
EMD
₹ 5,44,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CERJ_64719_5Bid 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
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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A/R to Gehnoli
0.32
3964
12389
... More
A/R to Garhi Gopalpura
0.5
6194
12389
... More
A/R to Gurjar Thikariya
0.77
9539
12389
... More
A/R to Sarai
0.36
4460
12389
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A/R to Palasod
0.96
11893
12389
... More
A/R to Sancholi
2.72
33698
12389
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A/R to Bad Mohanpur
1.44
17840
12389
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A/R to Ladpura
0.4
4955
12389
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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
-
-
-
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A/R to Gandal
5.63
860
153
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A/R to Gehnoli
7.5
1147
153
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A/R to Garhi Gopalpura
7.5
1147
153
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A/R to Gurjar Thikariya
11.25
1721
153
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A/R to Sarai
6
918
153
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A/R to Palasod
15
2295
153
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A/R to Sancholi
90
13770
153
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A/R to Bad Mohanpur
60
9180
153
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A/R to Ladpura
15
2295
153
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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
-
-
-
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A/R to Gandal
130.5
16443
126
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A/R to Gehnoli
117
14742
126
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A/R to Garhi Gopalpura
99
12474
126
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A/R to Gurjar Thikariya
222.75
28066
126
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A/R to Sarai
155.7
19618
126
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A/R to Palasod
288
36288
126
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A/R to Sancholi
462
58212
126
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A/R to Bad Mohanpur
450
56700
126
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A/R to Ladpura
219.75
27688
126
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Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per MoRD Specification Clause 302.3.11
-
-
-
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A/R to Sancholi
768
26880
35
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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 Gandal
50.63
26375
521
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A/R to Gehnoli
112.5
58612
521
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A/R to Garhi Gopalpura
67.5
35167
521
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A/R to Gurjar Thikariya
112.5
58612
521
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A/R to Sarai
78.75
41028
521
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A/R to Palasod
274.5
143014
521
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A/R to Sancholi
1158.75
603708
521
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A/R to Bad Mohanpur
345
179745
521
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A/R to Ladpura
112.5
58612
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 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
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-
-
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A/R to Gandal
28.13
35212
1252
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A/R to Gehnoli
28.13
35212
1252
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A/R to Garhi Gopalpura
28.13
35212
1252
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A/R to Gurjar Thikariya
56.25
70425
1252
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A/R to Sarai
28.13
35212
1252
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A/R to Palasod
56.25
70425
1252
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A/R to Sancholi
255.94
320436
1252
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A/R to Bad Mohanpur
225
281700
1252
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A/R to Ladpura
56.25
70425
1252
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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 Gandal
337.5
34087
101
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A/R to Gehnoli
187.5
18937
101
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A/R to Garhi Gopalpura
281.25
28406
101
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A/R to Gurjar Thikariya
517.5
52267
101
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A/R to Sarai
270
27270
101
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A/R to Palasod
675
68175
101
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A/R to Sancholi
1800
181800
101
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A/R to Bad Mohanpur
900
90900
101
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A/R to Ladpura
337.5
34087
101
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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
-
-
-
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A/R to Bad Mohanpur
3000
126000
42
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A/R to Ladpura
750
31500
42
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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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.
-
-
-
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A/R to Gandal
5437.5
81562
15
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A/R to Gehnoli
375
5625
15
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A/R to Garhi Gopalpura
5737.5
86062
15
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A/R to Gurjar Thikariya
8250
123750
15
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A/R to Sarai
4312.5
64687
15
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A/R to Palasod
10875
163125
15
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A/R to Sancholi
29250
438750
15
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A/R to Bad Mohanpur
14250
213750
15
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A/R to Ladpura
4875
73125
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 Gandal
5437.5
696000
128
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A/R to Gehnoli
3750
480000
128
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A/R to Garhi Gopalpura
5737.5
734400
128
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A/R to Gurjar Thikariya
8250
1056000
128
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A/R to Sarai
4312.5
552000
128
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A/R to Palasod
10875
1392000
128
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A/R to Sancholi
29250
3744000
128
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A/R to Bad Mohanpur
14250
1824000
128
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A/R to Ladpura
4875
624000
128
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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 Gandal
5437.5
261000
48
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A/R to Gehnoli
3750
180000
48
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A/R to Garhi Gopalpura
5737.5
275400
48
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A/R to Gurjar Thikariya
8250
396000
48
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A/R to Sarai
4312.5
207000
48
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A/R to Palasod
10875
522000
48
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A/R to Sancholi
29250
1404000
48
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A/R to Bad Mohanpur
14250
684000
48
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A/R to Ladpura
4875
234000
48
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PART- B : C.C. PAVEMENT
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-
-
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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
-
-
-
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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
-
-
-
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A/R to Gandal
37.5
207600
5536
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A/R to Garhi Gopalpura
37.5
207600
5536
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A/R to Gurjar Thikariya
45
249120
5536
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A/R to Sarai
22.5
124560
5536
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A/R to Palasod
75
415200
5536
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A/R to Sancholi
150
830400
5536
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A/R to Bad Mohanpur
75
415200
5536
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A/R to Ladpura
37.5
207600
5536
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PART- C : ROAD FURNISHING
-
-
-
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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
-
-
-
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Ordinary Kilometer stone (Precast)
2
3178
1589
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A/R to Gandal
2
3178
1589
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A/R to Gehnoli
2
3178
1589
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A/R to Garhi Gopalpura
3
4767
1589
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A/R to Gurjar Thikariya
2
3178
1589
... More
A/R to Sarai
4
6356
1589
... More
A/R to Palasod
8
12712
1589
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A/R to Sancholi
5
7945
1589
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A/R to Bad Mohanpur
2
3178
1589
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Hectometer stone (Precast)
-
-
-
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A/R to Gandal
7
2548
364
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A/R to Gehnoli
8
2912
364
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A/R to Garhi Gopalpura
7
2548
364
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A/R to Gurjar Thikariya
9
3276
364
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A/R to Sarai
5
1820
364
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A/R to Palasod
12
4368
364
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A/R to Sancholi
30
10920
364
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A/R to Bad Mohanpur
16
5824
364
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A/R to Ladpura
6
2184
364
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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
-
-
-
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A/R to Gandal
1.08
9744
9023
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A/R to Gehnoli
1.08
9744
9023
... More
A/R to Garhi Gopalpura
1.08
9744
9023
... More
A/R to Gurjar Thikariya
1.08
9744
9023
... More
A/R to Sarai
1.08
9744
9023
... More
A/R to Palasod
1.08
9744
9023
... More
A/R to Sancholi
1.08
9744
9023
... More
A/R to Bad Mohanpur
1.08
9744
9023
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A/R to Ladpura
1.08
9744
9023
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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 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
-
-
-
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600 mm equilateral triangle
-
-
-
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A/R to Gandal
2
6140
3070
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A/R to Gehnoli
2
6140
3070
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A/R to Garhi Gopalpura
2
6140
3070
... More
A/R to Gurjar Thikariya
3
9210
3070
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A/R to Sarai
2
6140
3070
... More
A/R to Palasod
3
9210
3070
... More
A/R to Sancholi
4
12280
3070
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A/R to Bad Mohanpur
2
6140
3070
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A/R to Ladpura
1
3070
3070
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800 mm x 600 mm rectangular
-
-
-
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A/R to Gandal
1
5591
5591
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A/R to Gehnoli
1
5591
5591
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A/R to Garhi Gopalpura
1
5591
5591
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A/R to Gurjar Thikariya
2
11182
5591
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A/R to Sarai
1
5591
5591
... More
A/R to Palasod
2
11182
5591
... More
A/R to Sancholi
2
11182
5591
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A/R to Bad Mohanpur
2
11182
5591
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A/R to Ladpura
1
5591
5591
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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 Gandal
1
2977
2977
... More
A/R to Gehnoli
1
2977
2977
... More
A/R to Garhi Gopalpura
1
2977
2977
... More
A/R to Gurjar Thikariya
1
2977
2977
... More
A/R to Sarai
1
2977
2977
... More
A/R to Palasod
1
2977
2977
... More
A/R to Sancholi
1
2977
2977
... More
A/R to Bad Mohanpur
1
2977
2977
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A/R to Ladpura
1
2977
2977
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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.
-
-
-
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A/R to Gandal
1
8712
8712
... More
A/R to Gehnoli
1
8712
8712
... More
A/R to Garhi Gopalpura
1
8712
8712
... More
A/R to Gurjar Thikariya
1
8712
8712
... More
A/R to Sarai
1
8712
8712
... More
A/R to Palasod
1
8712
8712
... More
A/R to Sancholi
1
8712
8712
... More
A/R to Bad Mohanpur
1
8712
8712
... More
A/R to Ladpura
1
8712
8712
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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
-
-
-
... More
A/R to Gandal
1
10822
10822
... More
A/R to Gehnoli
1
10822
10822
... More
A/R to Garhi Gopalpura
1
10822
10822
... More
A/R to Gurjar Thikariya
1
10822
10822
... More
A/R to Sarai
1
10822
10822
... More
A/R to Palasod
1
10822
10822
... More
A/R to Sancholi
1
10822
10822
... More
A/R to Bad Mohanpur
1
10822
10822
... More
A/R to Ladpura
1
10822
10822
... More
PART- D : SYPHON
1
10822
10822
... More
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
-
-
-
... More
A/R to Gandal
16.11
2867
178
... More
A/R to Gehnoli
16.11
2867
178
... More
A/R to Garhi Gopalpura
16.11
2867
178
... More
A/R to Gurjar Thikariya
24.17
4302
178
... More
A/R to Sarai
8.06
1434
178
... More
A/R to Palasod
24.17
4302
178
... More
A/R to Sancholi
40.28
7169
178
... More
A/R to Bad Mohanpur
16.11
2867
178
... More
A/R to Ladpura
16.11
2867
178
... 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
A/R to Gandal
3.27
11539
3529
... More
A/R to Gehnoli
3.27
11539
3529
... More
A/R to Garhi Gopalpura
3.27
11539
3529
... More
A/R to Gurjar Thikariya
4.9
17292
3529
... More
A/R to Sarai
1.63
5734
3529
... More
A/R to Palasod
4.9
17292
3529
... More
A/R to Sancholi
8.17
28831
3529
... More
A/R to Bad Mohanpur
3.27
11539
3529
... More
A/R to Ladpura
3.27
11539
3529
... More
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
-
-
-
... More
A/R to Gandal
20
14080
704
... More
A/R to Gehnoli
20
14080
704
... More
A/R to Garhi Gopalpura
20
14080
704
... More
A/R to Gurjar Thikariya
30
21120
704
... More
A/R to Sarai
10
7040
704
... More
A/R to Palasod
30
21120
704
... More
A/R to Sancholi
50
35200
704
... More
A/R to Bad Mohanpur
20
14080
704
... More
A/R to Ladpura
20
14080
704
... More
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
-
-
-
... More
A/R to Gandal
4.46
15556
3488
... More
A/R to Gehnoli
4.46
15556
3488
... More
A/R to Garhi Gopalpura
4.46
15556
3488
... More
A/R to Gurjar Thikariya
6.7
23369
3488
... More
A/R to Sarai
2.23
7760
3488
... More
A/R to Palasod
6.7
23369
3488
... More
A/R to Sancholi
11.16
38926
3488
... More
A/R to Bad Mohanpur
4.46
15556
3488
... More
A/R to Ladpura
4.46
15556
3488
... 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 1204.3.1175 mm thick
-
-
-
... More
A/R to Gandal
1.5
534
356
... More
A/R to Gehnoli
1.5
534
356
... More
A/R to Garhi Gopalpura
1.5
534
356
... More
A/R to Gurjar Thikariya
2.25
801
356
... More
A/R to Sarai
0.75
267
356
... More
A/R to Palasod
2.25
801
356
... More
A/R to Sancholi
3.75
1335
356
... More
A/R to Bad Mohanpur
1.5
534
356
... More
A/R to Ladpura
1.5
534
356
... More
Plastering with cement mortar (1:4), 20 mm thick on Stone work.
-
-
-
... More
A/R to Gandal
5
820
164
... More
A/R to Gehnoli
5
820
164
... More
A/R to Garhi Gopalpura
5
820
164
... More
A/R to Gurjar Thikariya
7.5
1230
164
... More
A/R to Sarai
2.5
410
164
... More
A/R to Palasod
7.5
1230
164
... More
A/R to Sancholi
12.5
2050
164
... More
A/R to Bad Mohanpur
5
820
164
... More
A/R to Ladpura
5
820
164
... More
PART - G : PROTECTION WALL
-
-
-
... More
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
-
-
-
... More
A/R to Gandal
19.5
3471
178
... More
A/R to Gehnoli
15.6
2776
178
... More
A/R to Garhi Gopalpura
19.5
3471
178
... More
A/R to Gurjar Thikariya
36.4
6479
178
... More
A/R to Sarai
19.5
3471
178
... More
A/R to Palasod
26
4628
178
... More
A/R to Sancholi
75
13350
178
... More
A/R to Bad Mohanpur
26
4628
178
... More
A/R to Ladpura
19.5
3471
178
... 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
A/R to Gandal
2.93
10322
3529
... More
A/R to Gehnoli
2.34
8257
3529
... More
A/R to Garhi Gopalpura
2.93
10322
3529
... More
A/R to Gurjar Thikariya
5.46
19268
3529
... More
A/R to Sarai
2.93
10322
3529
... More
A/R to Palasod
3.9
13763
3529
... More
A/R to Sancholi
11.7
41289
3529
... More
A/R to Bad Mohanpur
3.9
13763
3529
... More
A/R to Ladpura
2.93
10322
3529
... More
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
-
-
-
... More
A/R to Gandal
23.63
82404
3488
... More
A/R to Gehnoli
18.9
65923
3488
... More
A/R to Garhi Gopalpura
23.63
82404
3488
... More
A/R to Gurjar Thikariya
53.1
185212
3488
... More
A/R to Sarai
23.63
82404
3488
... More
A/R to Palasod
40.5
141264
3488
... More
A/R to Sancholi
99.9
348451
3488
... More
A/R to Bad Mohanpur
36.9
128707
3488
... More
A/R to Ladpura
23.63
82404
3488
... 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 1204.3.1175 mm thick
-
-
-
... More
A/R to Gandal
6.75
2403
356
... More
A/R to Gehnoli
5.4
1922
356
... More
A/R to Garhi Gopalpura
6.75
2403
356
... More
A/R to Gurjar Thikariya
12.6
4485
356
... More
A/R to Sarai
6.75
2403
356
... More
A/R to Palasod
9
3204
356
... More
A/R to Sancholi
27
9612
356
... More
A/R to Bad Mohanpur
9
3204
356
... More
A/R to Ladpura
6.75
2403
356
... 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
A/R to Gandal
15
1230
82
... More
A/R to Gehnoli
12
984
82
... More
A/R to Garhi Gopalpura
15
1230
82
... More
A/R to Gurjar Thikariya
28
2296
82
... More
A/R to Sarai
15
1230
82
... More
A/R to Palasod
20
1640
82
... More
A/R to Sancholi
60
4920
82
... More
A/R to Bad Mohanpur
20
1640
82
... More
A/R to Ladpura
15
1230
82
... More
PART - H : Drain Work
-
-
-
... More
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
-
-
-
... More
A/R to Sancholi
14.4
2563
178
... 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
A/R to Sancholi
3.6
12704
3529
... More
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
-
-
-
... More
A/R to Sancholi
6.3
21974
3488
... 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 1204.3.1175 mm thick
-
-
-
... More
A/R to Sancholi
21
7476
356
... More
Plastering with cement mortar (1:4), 20 mm thick on Stone work.
-
-
-
... More
A/R to Sancholi
18
2952
164
... More
Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
... More
1st year
24
279532
11647.2
... More
2nd year
24
356842
14868.43
... More
3rd year
24
456658
19027.43
... More
4th year
24
536511
22354.63
... More
5th year
24
616363
25681.83
Evaluation Notes How It Works ?
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