Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Apr 2019
Closing Date3 May 2019
Tender Amount₹ 8,36,59,074
Costs
EMD
₹ 16,73,181Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77614_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/02/03/01Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
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Documents
BOQ Items
Un-Lined Surface Drain
-
-
-
(i). Surface drain in ordinary soil
construction of unline surface drain of average crossection area 0.40 sqm in ordinary rock...etc. complete
(B). Mechanical Means
1287.5
-
19
(ii). Surface Drains in Ordinary Rock
Constructionofunlinedsurfacedrainofaveragecross-sectionalarea0.4sqminordinaryrocktospecifiedlines,grades,levelsanddimensionsasperapproveddesignandTechnicalSpecificationClause307.Excavatedmaterialtobeusedinembankment at site.
(B). Mechanical Means
3862.5
-
43
Protection Works
-
-
-
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious…etc
I.Ordinary soil
(i).Upto 3 m depth
982.3
-
265
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
I. Coursed rubble masonry (1st sort)
(iii). In cement mortar (1:5)
1975.14
-
4713
Providing and laying Filter material with granular crushed aggregate as per specification to a thickness of less than 600mm ….etc
396
-
2064
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per Technical specification Clause 613.4 &b1204
501.84
-
267
Construction of Slab Cover Drain
-
-
-
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious…etc
I.Ordinary soil
(i).Upto 3 m depth
77.63
-
265
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(i) P.C.C grade M 10 (ii). Nomonal Mix 1:3:6 (hand mixing)
10.13
-
5956
Stone masonry work in cement mortar I foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1203
I. Course rubble masonry ( 1st sort )
(iii).In 1:4 cement mortar
33.75
-
5142
Plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803…..etc
III P.C.C grade M 20 (ii). Nomonal Mix 1:2:4 (hand mixed)
12.76
-
7089
Supplying, fitting and placing HYSD bar reinforcement in foundation…etc complete as directed
2.52
-
79954
Construction of Pucca/ line drain
-
-
-
Excavation in Structures
Earthwork in excavation for structures as per drawing and technical specification Clause 305.1including setting out ….etc
I. Ordinay Soil
(i). Upto 3m depth
506.56
-
256
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(i) P.C.C grade M 10 (ii). Nomonal Mix 1:3:6 (hand mixing)
236.39
-
5956
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
1575.97
-
267
NP3 HPC ( 15 Nos)
-
-
-
Excavation for structures
Earth work in excavation for foundation of structure upto 3m upto as per drawing and technical specification …………… etc
'By manual means.
I) Ordinary Soil
1190.4
-
256
Bedding for pipe
Type A (Concrete Cradle)Bedding
Laying concrete cradle bedding with M15 grade cement concrete as per clause 1105(i) II. P.C.C grade M15
i)Nominal mix 1:2.5:5
78.9
-
6218
Providing and laying RCC pipe NP3 as per design in Single Row Providing and laying R C C pipe NP3 for culvert on 1st class bedding ….etc.
B. 1000mm dia
93.75
-
8091
Stone masonry work in cement mortar in foundation of head walls complete as per drawing and technical specification…. Etc
A) in 1:4 Cement mortar
549
-
3782
Providing and laying Filter material with granular crushed aggregate as per specification to a thickness of less than 600mm ….etc
81
-
2064
Plastering with cement mortar (1:4), 15mm thick on brick wall …….etc
449.7
-
267
Filling in foundation trenches as per drawing and technical specification clause 1108
II. . Earth filling (for marshy soil)
86.7
-
156
8.00M Span Culvert
-
-
-
Excavation for Structures:
Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of side sand...etc
II. Ordinary rock (not requiring blasting). Upto 3 m depth
512.26
-
321
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I. PCC Grade M10
(i). Nominal Mix 1:3:6
60.8
-
6341
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
III. PCC Grade M20
(i). Nominal Mix 1:2:4
632.3
-
7119
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical pecifications Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
IV. RCC Grade M25
5.69
-
8611
Providingandlayingreinforcedcementconcreteinsuperstructureasperdrawingandtechnical specifications Clauses 800, 1205.4 and 1205.5
II. R.C.C M 25
35.44
-
9236
ConstructionofR.C.C.railingofM25gradeincast-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 technical specifications Clauses 800, 900 and 1208.3
18
-
3081
P.C.C.M15ordinarygrade(1:2.5:5) levelling course below approach slab complete as perdrawing and technical specifications Clauses 800 and 1211
(ii).Nominal mix 1:2.5:5 (Hand mixing)
5.4
-
5950
ReinforcedCementConcreteM25gradeapproachslabincludingreinforcementandformwork complete as per drawing and technical specifications Clauses 800 and 1211
10.8
-
13300
Providing and laying cemen tconcrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
1.35
-
14735
Supplying,fitting,andplacingHYSDbarreinforcementinsuperstructurecompleteasperdrawing and technical specifications Clauses 1002, 1010 and 1202
5.458
-
81275
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of notless than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
96.32
-
2064
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
II. Sandy material
101.28
-
1569
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wingwall, returnwall with 100mm dia AC pipe extending through the full width of the structures withslope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
100
-
491
Drainage spouts complete as per drawing and technical specifications Clause 1209
8
-
1450
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications tobe installed by manuacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
12
-
30596
Plastering with Cement Mortar (1:4), 15mm thick on brick work in substructure as pertechnical specification
66.14
-
267
Painting Two Coats on New Concrete Surfaces:
Paintingtwocoatsincludingprimercoatafterfillingthesurfacewithsyntheticenamelpaintinallshadesonnew,plastered/concretesurfacesasperdrawingandTechnicalSpecification Clause 1701
Painting on Steel Surfaces
66.14
-
141
Flexible Pavement
-
-
-
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
3.591
-
11999
Construction of Subgrade and earthen shoulder
Construction of subgrade and earthen shoulder with appoved materials obtained from borrow pit with all lift and leads……etc
14362.46
-
320
Granular Sub-base with Well Graded Material (Table 400.1)
(A).By Mix in Place Method
(ii).For Grading II Material
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting ...etc
(A).By Manual Means
3110.37
-
1310
3).WBM Grading 3
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 ….etc.
(A).By Manual Means
2827.61
-
2696
Prime Coat
(i). Low porosity
Providing and applying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface etc
18850.73
-
33
Tack Coat
(iii).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 surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
18850.73
-
16
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause. 508.2
Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm agreggate ……etc,. As per technical specification clause 508
18850.73
-
199
Providing and laying seal coat sealing the voids in bituminous surface laid to specified level, , using cold emulsion grade and cross fall as per technical specification Clause 510
18850.73
-
70
Traffic Signs,Markings and other Road Appurtenances
-
-
-
Providing and fixing Logo of PMGSY Project.
Providing and fixing of typical PMGSY informatory signboard with logo per MORD specifications and drawing…etc
4
-
36368
Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local . Specification Clause 1703
i) 5th Kilometer Stone (pre-cast)
1
-
4871
ii) Ordinary Kilometer Stone (Precast)
6
-
2842
iii) 200 m stone (precast)
24
-
799
(i).Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate,…etc
-
-
-
For Stone -
3796.5
-
105
For GSB & Stone Metal & Chips
8759.94
-
105
For Binding materials -
226.21
-
105
(ii). Loading of earth sand, Moorum, manure, flyash by manual means including a lead upto 30m
-
-
-
For Sand-
798.52
-
53
(iii).Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish,Crushed Slag, Stone for Masonry Work by manual means..etc
-
-
-
For Stone -
3796.5
-
53
For GSB & Stone Metal & Chips
8759.94
-
53
For Binding materials -
226.21
-
53
(iv).Unloading of earth sand, Moorum, manure, flyash by manual means including a lead upto 30m
-
-
-
For Sand-
798.52
-
33
Loading and Unloading of Bitumen drum by Manual Means to lead 30.00m
-
-
-
(i). Loading of bitumen drum by manual means to lead 30.00m
80.68
-
169
(ii). Unloading of bitumen drum by manual means to lead 30.00m
80.68
-
157
Loading and Unloading of Hume Pipes
(i). Loading of RCC Hume pipeby mechanical means to lead 30.00m
45
-
74
(ii).Un-Loading of RCC Hume pipeby mechanical means to lead 30.00m
45
-
307
Haulage excluding loading and unloading
(i) Haulage of materials by tipper excluding cost of loading and unloading and stacking…....etc
Case-I : Surfaced Road
-
-
-
For Stone & Chips -Quarry at 5th Km of MB Road, Ave. Lead= 36.00 Km
Case-I Surface Road = 36.00Km
400254.26
-
6
For Sand- Quarry at 6th Km of MN Road, Ave. Lead=31.00Km
Case-I Surface Road = 31.00Km
45547.52
-
6
For GSB & Stone Metal - Quarry at 23rd km of Shillong Sohra Road., Ave. Lead= 49.00Km
Case-I Surface Road = 49.00Km
989960.48
-
6
For Binding Material-Quarry at 6th Km of MN Road, Ave. Lead= 31.00Km
Case-I Surface Road = 31.00Km
12903.02
-
6
For Bitumen- Factory at Guwahati, Ave. Lead= 197.00Km
Case-I Surface Road = 197.00Km
15893.96
-
6
C). Hume Pipe NP3
A. 1000 dia Hume pipe
-
-
-
: Quarry from 6th km of Shillong jowai Road
Ave. Lead = 32.00 Km
2886
-
6
Maintenance
-
-
-
Year - I
6
-
83100
Year - II
6
-
138600
Year - III
6
-
291000
Year - IV
6
-
374100
Year - V
6
-
498800
Year - VI Renewal Plan
6
-
1918666.67
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