Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date29 Mar 2019
Closing Date29 Apr 2019
Tender Amount₹ 4,05,41,648
Costs
EMD
₹ 8,10,833Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77560_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/07/05/03Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
9000
-
73
BASE AND SUB-BASE
-
-
-
Waterproofing on Shoulders: Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
12000
-
15
Waterproofing on Compacted Ground/Subgrade: Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
20250
-
15
Water Resistant Stabilized base with Nanotechnology: Stabilized Sub-base / Base: etc. Application: (1) Spread, rip and loosen soil with excavator / tractor operated ripper etc.
(2) Spread Cement 3% by weight of soil and aggregate mix and scrify with rotavator etc.
(2) Apply 1 kg /cum organosilane Nanotechnology and 1 kg /cum nano acrylic copolymer mixed in OMC water etc. (4) Spread 20 mm size aggregates on the graded soil-aggregate-cement surface etc.
(5).Compact the stabilized soil-cement-aggregate base with stone embedded etc.
(6) Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer etc.
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.
4312.5
-
2662.5
Bituminous Work
-
-
-
Prime Coat With Nanotechnology: Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (1000 ppm TDS) in the ratio of 1 kg organo silane nanotechnology : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 liter per sqm on compacted stone base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.
15300
-
24.84
Premix Carpet With Nanotechnology: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm stone aggregates using S-65 penetration grade bitumen mixed with silane nanotechnology @ 0.1% by weight of bitumen S-65 grade @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 Type D as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge.
15300
-
186.61
Seal Coat with Nanotechnology: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type D as per Technical Specification Clause 510 of MORD with S-65grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of S-65 bitumen binder laid as per direction of Engineer-in-Charge.
15300
-
62.86
CROSS DRAINAGE WORKS: 1X1.00 m Dia Pipe Culvert = 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.
2698.92
-
321
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
116.96
-
7281.05
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
909.16
-
4333.75
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.
212.5
-
9718.03
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.
183.6
-
2496.48
Concrete cradle with M15 grade cement concrete as per Clause 1105 (i)
28.66
-
7250.8
Laying GSB material below pipe
65.28
-
1852.21
Backfilling in foundation trenches as per drawing and technical specification Clause 1108
78.54
-
156
CROSS DRAINAGE WORKS: REPAIRING INCLUDING CLEANING of CROSS DRAINAGE WORKS = 3 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.
30
-
321
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
4.11
-
7281.05
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
7.41
-
4333.75
Maintenance of Slab type culvert by way of clearing, cleaning, Erosion repair, repairs of cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
3
-
2523
Protection Work :- RETAINING WALL - 60 m
-
-
-
Earthwork:- 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.
237.26
-
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)
42.01
-
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.
102.98
-
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.
82.34
-
2264.4
H.P.S. Filling :- Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.
75.94
-
1632.48
Protection Work :- BREAST WALL - 45 m
-
-
-
Earthwork:- 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.
173.83
-
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)
28.23
-
7281.05
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.
76.11
-
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.
62.28
-
2264.4
H.P.S. Filling :- Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.
43.09
-
1632.48
DRAINAGE WORKS : LINED DRAIN =589 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.
265.05
-
321
Providing (M-15) for plain concrete complete as per drawing and technical specification
138
-
7127
Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses
919.8
-
498
DRAINAGE WORKS : UNLINED DRAIN =4411 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.
4411
-
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
-
36957.33
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)
2
-
36957.33
Maintanance Board
1
-
36957.33
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
-
36957.33
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
1
-
5264.4
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
5
-
3038
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
20
-
844.74
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
62
-
3143.73
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
22
-
3501.73
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
2
-
3717.73
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.
(Ref. Annexure 18.1)
4
-
6906.73
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
333.33
-
2857
Providing Intersection Improvement= 4 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
18
-
1852.21
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.
4.5
-
2962.96
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.
4.5
-
3157.72
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.
120
-
34.57
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.
120
-
16.42
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.
120
-
213.82
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
120
-
85.39
Five Years Maintenance
-
-
-
Ist Year
5
-
122780.2
IInd Year
5
-
135058.2
IIIrd Year
5
-
148564
IVth Year
5
-
163420.4
Vth Year
5
-
179762.4
VIth Year Renewal Plan
5
-
1125600
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