Pradhan Mantri Gram Sadak Yojana Tender
Calculate bid estimation of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil Works Others
Eprocure
Opening Date
1 Feb 2019Closing Date
27 Feb 2019Tender Amount
₹ 4,45,71,217Costs
EMD
₹ 8,91,424Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_73543_1Bid Award Id
ViewTender No
2018-19(III)-MG/07/06/97Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Granular Sub-base with Well Graded Material (Table 400.1) (A) By mixing in place method.
Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. (i) For Grading I Material (GSB)
2506.26
-
2804.41
Water Bound Macadam Sub-base/Base:
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
-
-
-
(2) Grading-3 (A) By manual Means
1421.7
-
4324.97
(3) Grading-3 (A) By manual Means
1412.33
-
4504.11
Prime Coat:
-
-
-
(i) Low porosity: Providing and applying primer coat with bitumen emultion (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 technical Clause 502.
18831
-
33.92
Tack Coat:
-
-
-
(III) Providing and applying tack coat with bitumen emultion (RS-1) Using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treasted with primer & cleaned with hydraulic broom as per technical specification clause 503.
18831
-
14.35
20mm thick OPGC 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 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 Technical Specification Clause 508.
Case - I By Manual Means (I) Bitumen (S-90)
18831
-
231.03
Seal coat:
-
-
-
Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.
A. By Manual Means Case - I : Type A (I) Bitumen (S-90)
18831
-
92.51
Construction of sub-grade and earthen shoulders
-
-
-
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, etc. and compacting to meet requirement of Table 300.2 with lead upto 1000m…. (For earthen shoulders)
2429.63
-
320
H.P Culvert =4 (Four) Nos
-
-
-
Excavation for structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Rate as per item No.11.1 of Chapter 11
1175.38
-
125
Bedding for Pipe
i. Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (ii) Nominal mix 1:3.6 (Hand mixing)
91.29
-
7953.59
(iii) Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109
In 1:4 cement mortar
713.25
-
2216.6
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
34.97
-
2102
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.
(B) 1000 mm dia
93.75
-
8091
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards 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
159.6
-
2559
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
II. Earth filling
146.7
-
156
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
467.78
-
267
Culvert 5.00 m Span:
-
-
-
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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil (ii) 3 m to 6 m depth
648.99
-
305
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) 1:3:6
64.9
-
6341
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II P.C.C grade M 20 (ii) 1:2:4
378.26
-
7529
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I R.C.C grade M 20 (i) For nominal mix 1:2:4
16.7
-
8649
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I R.C.C grade M 20 (i) For nominal mix 1:2:4
16.83
-
9236
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 III R.C.C grade M 30 Wearing Coat
2.18
-
11520
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 120
3.05
-
80003
Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4
209.9
-
26.4
Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 II Coursed rubble masonry (1st sort)
363.83
-
6527
Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3
12
-
2420
Drainage spouts complete as per drawing and Technical Specifications Clause 1209
6
-
1450
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.
362
-
491
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular Material
263.78
-
1200
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 II. Earth filling (For marshy soil)
954.86
-
156
i) Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m STONE :-
1149.42
-
105
ii) Loading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m SAND :- EARTH :-
1314.53
-
53
iii) Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m STONE :-
1149.42
-
53
iv) Unloading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m
SAND & EARTH :-
1314.53
-
33
(i) Loading of Cement by Manual means including a lead upto 30 m
218.69
-
142
(ii) Unloading of Cement by Manual means including a lead upto 30 m
218.69
-
142
(I) Loading of structural Steel,Steel bars by Manual means including a lead upto 30 m
3.05
-
151
(ii) Unloading of structural Steel, Steel Bars by Manual means including a lead upto 30 m
3.05
-
151
Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
STONE :- Case II (Gravel Road =9.00 km)
18806.63
-
8
Total Quantity of SAND same as per Item No.15/1.1 (Ii) above. Lead =9 km Surface = 0.00 km and Gravel = 9.00 km.
5885.53
-
8
Total Quantity of EARTH
(Ii) above. Lead =2 km on Gravel
3472.22
-
8
Total Quantity of CEMENT (i) above. Lead =139.00 km Surface = 138 km and Gravel = 1.00 km
.Case - I Surface Road =138.00 km
30179.5
-
6
Case - II Gravel Road =1.00 km
218.69
-
8
Total Quantity of STEEL Total Lead= Lead =175.00 km Surface = 163 km and Gravel = 12.00 km.
Case - I Surface Road = 163.00 km
35646.8
-
6
Case - II Gravel Road = 12.00 km
2624.3
-
8
Surface Drains in Soil
-
-
-
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
2304
-
150
Providing and fixing 'Logo' of PMGSY:
-
-
-
(i) Informatory Board of PMGSY
1
-
36368
(ii) Citizen Informatory Board of PMGSY
1
-
36368
Logo Board at every 2 km
2
-
3003
iv) Maintenance Board
1
-
36368
Providing 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 Technical Specification Clause 1703
-
-
-
5th kilometre stone
1
-
4871
Ordinary Kilometre Stone
6
-
2842
200 Metre Stone
13
-
799
Painting Two Coats on New Concrete Surfaces
-
-
-
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
i).Guard walls of HP
105
-
141
Traffic Signs:
-
-
-
ii) 600 mm equilateral triangle
30
-
3003
iii) 600 mm circular
2
-
3361
vi) 600 mm x 600 mm square
4
-
3677
Five Years Maintenance
-
-
-
Ist Year
5.74
-
115594.08
IInd Year
5.74
-
127153.48
IIIrd Year
5.74
-
139868.82
IVth Year
5.74
-
153855.75
Vth Year
5.74
-
169241.29
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