Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date23 Apr 2019
Closing Date23 May 2019
Tender Amount₹ 2,82,62,619
Costs
EMD
₹ 5,65,252Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77673_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/06/03/002Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of Subgrade and Shoulder
-
-
-
Construction of Sub Grade and Earthen Shoulders with approved materials obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted etc. upto a lead of 1000 m as per technical specification Clause 303.1
1164.1
-
358
Sub Base
-
-
-
(A) By mix in Place Method 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(II) For Grading Material (Gr - II )
295.31
-
3397
BASE COURSE
-
-
-
Water Bound Macadam Sub-base/base Water Bound Mecadam
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. (A).By Manual Means
2) Grading-II (A) By manual Means
252.57
-
5135
3) Grading-III (A) By manual means
1241.86
-
5503
Bituminous Work
-
-
-
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 and spraying primer at the rate of .70-1.0 kg/sqm using mechanical means etc.
13190.63
-
58
Tack-coat (ii).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 Technical Specification Clause 503.
13190.63
-
18
OGPC (Cold Mix)
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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.
Case-II By Mechanical Means
(i) Bitumen (S-90)
13190.63
-
271
Seal-Coat 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 Technical Specification Clause
B) By mechanical means.
Case II Type-C
(i) Bitumen (S-90)
13190.63
-
106
Re-Construction of Single Opening Hume Pipe Culvert
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides a
(I) Ordinary Soil
40.618
-
287
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
2.709
-
10157
Bedding of Pipe
(ii) Type B (First Class) Bedding
Laying concrete craddle bedding on with M15 grade of concrete as per clause 1105(i)
Bedding
2.983
-
1871
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.
(B)1000 mm dia
6.25
-
11849
Stone Masonary Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
Stone Masonry in 1:4 cement mortar
33.711
-
8332
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
9.225
-
12507
Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification
47.542
-
374
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
16
-
553
Re-Construction of Single Opening Hume Pipe Culvert
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides a
(I) Ordinary Soil
40.618
-
287
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
2.709
-
10157
Bedding of Pipe
(ii) Type B (First Class) Bedding
Laying concrete craddle bedding on with M15 grade of concrete as per clause 1105(i)
Bedding
2.983
-
1871
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.
(B)1000 mm dia
6.25
-
11849
Stone Masonary Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
Stone Masonry in 1:4 cement mortar
33.711
-
8332
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
9.225
-
12507
Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification
47.542
-
374
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
16
-
553
Single Opening Hume Pipe
(Repair of Head Wall and Guard walls)
-
-
-
Stone Masonary Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
6.15
-
8332
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
4.5
-
12507
Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification
6.757
-
374
Single Opening Hume Pipe
(Repair of Head Wall and Guard walls)
-
-
-
Stone Masonary Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
6.15
-
8332
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
4.5
-
12507
Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification
6.757
-
374
Single Opening Hume Pipe
(Repair of Head Wall and Guard walls)
-
-
-
Stone Masonary Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
6.15
-
8332
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
4.5
-
12507
Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification
6.757
-
374
Single Opening Hume Pipe
(Repair of Head Wall and Guard walls)
-
-
-
Stone Masonary Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
6.15
-
8332
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
4.5
-
12507
Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification
6.757
-
374
Single Opening Hume Pipe
(Repair of Head Wall and Guard walls)
-
-
-
Stone Masonary Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
6.15
-
8332
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
4.5
-
12507
Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification
6.757
-
374
Re-construction of Wingwall at Bridge No.1/2
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
I.Ordinary soil
A.Manual Means
(i)upto 3 m depth
304.14
-
287
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
31.17
-
8844
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
58.94
-
8844
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
71.75
-
10458
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
34.26
-
3964
Re-construction of Wingwall at Bridge No.3/6
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
I.Ordinary soil
A.Manual Means
(i)upto 3 m depth
76.04
-
287
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
9.19
-
8844
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
14.74
-
8844
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
17.94
-
10458
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
11.14
-
3964
Protection Work (Breast Wall 17m Height-2.50)
-
-
-
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
20.63
-
287
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
56.51
-
8026
Providing weep holes in brick masonry,plain/reinforced concrete abutment,wing wall,return wall with AC pipe entending through the full width of the structure with slope of 1 ( V) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 of specification of Rural Roads
10
-
552
Back filling behind abutment , Win wall,and return wall complete sa per drawing and technical specification, Clause 1204.3.8
26.78
-
2824
Protection Work (Breast Wall 20.00 m Height-3.50)
-
-
-
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
28.04
-
287
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
92.45
-
8026
Providing weep holes in brick masonry,plain/reinforced concrete abutment,wing wall,return wall with AC pipe entending through the full width of the structure with slope of 1 ( V) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 of specification of Rural Roads
10
-
552
Back filling behind abutment , Win wall,and return wall complete sa per drawing and technical specification, Clause 1204.3.8
32.16
-
2824
Protection Works (Gabion Wall 3.00 m Ht)
-
-
-
Excavation for Structures
Earth work 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.
(v) Marshy soil
41.25
-
480
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
90
-
6137
Providing and laying Filter Media (Non-Woven Geo Textile)
66
-
80
Loading and Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Manual Means For Stone -
90
-
105
(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
For Stone -
90
-
53
Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
For stone -
Case-I : Surfaced Road
5940
-
6
Case-III: Katcha
351
-
8
Guard Post
-
-
-
Construction of RCC guide posts 250 mm dia M15 grade cast-in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and technical Specification Clause 1608.2
24
-
3939
Trafic - Signs
-
-
-
B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
ii) 600 mm Equilateral Triangle
16
-
3635
iii) 600 mm Circular
16
-
4022
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 Technical Specification Clause 1701
2
-
8120
PMGSY Informatory Sign Board with Logo
-
-
-
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10000
(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
3
-
12000
Logo of PMGSY Project
-
-
-
Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
1
-
41570
“Citizen’s information Board”
-
-
-
Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm
1
-
4514
Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and Technical Specification Clause 1703
4
-
3705
Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification Clause 1703
15
-
1049
Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
20
-
154
Maintenance
-
-
-
Maintenance for 1st Year
3.35
-
41189.55
Maintenance for 2nd Year
3.35
-
71396.72
Maintenance for 3rd Year
3.35
-
100447.76
Maintenance for 4th Year
3.35
-
166684.78
Maintenance for 5th Year
3.35
-
238082.09
Maintenance for 6th Year Renewal Plan
3.35
-
1192698.75
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