Pradhan Mantri Gram Sadak Yojana Tender
View potential partner for Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date
1 Nov 2019Closing Date
15 Nov 2019Tender Amount
₹ 5,46,16,394Costs
EMD
₹ 10,92,328Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_83563_1Bid Award Id
ViewTender No
MG03/02/27Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Dismantling of Flexible Pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - (i) By Manual Means (A) Bituminous Course
1042.5
-
843
BASE AND SUB-BASE
-
-
-
WBM Grade 2- 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
1522.69
-
3226.69
WBM Grade 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 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 Technical Specification Clause 405.
3868.32
-
3416.71
Bituminous Work
-
-
-
Prime Coat- Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6-0.9 kg/sqm using mechanical means as per Technical Specification
51577.5
-
34.59
Tack Coat- 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.
51577.5
-
16.43
OGPC- Providing, laying and rolling of 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion (cold mix) as per Technical Specification Clause 508.2 composed of 13.2 mm to 5.6 mm aggregates to required line, grade and level to serve as wearing course on a previously prepared base, including mixing, 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.
51577.5
-
220.28
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 B as per Technical Specification Clause 510
51577.5
-
87.54
CROSS DRAINAGE WORKS: 1X1.00 m Dia Pipe Culvert = 12 nos.
-
-
-
Earthwork in excavation for foundation of structures in ordinary rock 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.
952.56
-
321
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
41.28
-
7419.97
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
320.88
-
4818.61
Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) 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.
75
-
9290.42
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, retaing wall, breast wall etc.
64.8
-
2729.76
Concrete cradle with M15 grade cement concrete as per Clause 1105 (i)
10.116
-
7340.69
Laying GSB material below pipe
23.04
-
2156.34
Backfilling in foundation trenches as per drawing and technical specification Clause 1108
27.72
-
156
CROSS DRAINAGE WORKS: 4 m Span slab Culvert = 1 no.
-
-
-
Earthwork in excavation for foundation of structures in ordinary rock 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.
141.726
-
321
Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200
86.64
-
1865.76
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
17.72
-
7419.97
Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203.
99.36
-
7217.69
Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204.
121.01
-
7576.69
Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete
17.68
-
10392.46
Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads
0.846
-
82228.4
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm 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
35
-
492.58
CROSS DRAINAGE WORKS: REPAIRING INCLUDING CLEANING of CROSS DRAINAGE WORKS = 34 nos.
-
-
-
Earthwork in excavation for foundation of structures in ordinary rock 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.
343.4
-
321
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
46.58
-
7419.97
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
51.34
-
4818.61
Maintenance of Hume pipe culvert by way of clearing, cleaning, Erosion repair, repairs of cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
102
-
1336
PROTECTION WORKS: Retaining Wall (Ht.- 3.0 m.) : 18 m.
-
-
-
Earth work- Excavation in soil hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.
71.179
-
321
PCC (1:4:8)- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plith level :- 1:3:6 (1 cement : 3 Coarse sand : 6 Graded stone aggregate 40 mm nominal size)
12.602
-
5956
NET RRM (1:5 CM)- Providing and laying Random Rubble Stone masonry in cement morter 1:5 with bond stones through stone of size 150 mm x 150 mm manufactured in 1:4:8 (1 cement : 4 clean coarse sand and clean hand stone aggregate or 40 mm and down) clean hard selected stone including centering, aligning and slopes/eaves etc. all complete as per Engineer-In-Charge.
30.894
-
6120
NET RRM (DRY)- Providing and laying Hand packed wall with clean hard selected stone including centering, aligning and slopes curves etc. complete as per EngineeIn-Charge.
24.702
-
2264.4
H.P.S. Filling - Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.
22.78125
-
1865.76
DRAINAGE WORKS : LINED DRAIN =880 m
-
-
-
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.
396
-
321
Providing (M-15) for plain concrete complete as per drawing and technical specification
206.184
-
7217.69
Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses
1374.56
-
466.99
DRAINAGE WORKS : UNLINED DRAIN =13020 m
-
-
-
Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
13020
-
90
ROAD FURNITURE WORKS
-
-
-
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. Logo Board at starting point (As per fig. 107 of Road signature under PMGSY published by the NRRDA on Dec'06)
1
-
36868.37
Logo Board of PMGSY Project (Every 2 Km interval)(As per fig.5 of Road signage under PMGSY published by the NRRDA on Dec'06)
4
-
36868.37
Maintanance Board
1
-
36868.37
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 s
1
-
36868.37
Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and technical specification
2
-
5284.73
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 specifacation
12
-
3074.28
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
56
-
848.33
ROAD SAFETY AND TRAFFIC SIGN WORKS
-
-
-
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Equilaterial Triangle
116
-
3146.68
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Circular
42
-
3504.68
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Square
6
-
3720.68
Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back.
6
-
6909.68
Providing Intersection Improvement= 5 nos.
-
-
-
Construction of granular sub-base by providing well graded Material grading 2, spreading in uniform layers as per Technical Specification clause 401&Table No. 401 of Specification of Rural Roads
22.5
-
2156.34
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading II as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc.
5.625
-
3226.69
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading III as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc.
5.625
-
3416.71
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base and Bituminous including clearing as per technical specification Clause 502 of specification of rural roads including lighting, guarding, barricading etc.
150
-
34.59
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.
150
-
16.43
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.
150
-
220.28
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
150
-
87.54
Five Years Maintenance
-
-
-
Ist Year
13.9
-
69258.42
IInd Year
13.9
-
76184.24
IIIrd Year
13.9
-
83802.66
IVth Year
13.9
-
92182.95
Vth Year
13.9
-
101401.22
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