Pradhan Mantri Gram Sadak Yojana Tender
... More
BidAssist is a very user-friendly website that helps us to explore all the new opportunities so as to achieve growth in our business. It helps us to attain all the information with respect to any e-tender the Arunachal Pradesh government has posted on its website in a very hassle-free manner.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date4 Feb 2019
Closing Date18 Feb 2019
Tender Amount₹ 21,84,00,000
Costs
EMD
₹ 45,37,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Road From 8km Point Of Sagalee To Seppa Brtf Road To Upper Gai (full Conts)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEAR_73772_1Bid Award Id
ViewTender No
AR0704/072Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
In area of thorny jungle
5.85
-
-
... More
Formation Cutting
-
-
-
... More
Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
38885.16
-
-
... More
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
90732.04
-
-
... More
Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
14674.3
-
-
... More
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
34240.03
-
-
... More
Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
38838.18
-
-
... More
Sub-Grade Earthen Shoulder
-
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
12308.14
-
-
... More
Compacting original ground supporting subgrade
-
-
-
... More
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.
28494.72
-
-
... More
SUB-HEAD:- WBM
-
-
-
... More
GSB
-
-
-
... More
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.
-
-
-
... More
Grading II material
8005.2
-
-
... More
WBM Grading 2
-
-
-
... More
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.
-
-
-
... More
By Manual Means
4545.12
-
-
... More
WBM Grading 3
-
-
-
... More
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.
-
-
-
... More
By Manual Means
4545.12
-
-
... More
SH: Prime Coat
-
-
-
... More
Medium Porosity
-
-
-
... More
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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
60601.5
-
-
... More
SH:Tack Coat
-
-
-
... More
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.
60601.5
-
-
... More
SH: Premix Carpeting
-
-
-
... More
Providing, laying and rolling open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using CRRI-BitChem Cold Mix Binder (Tailor made) to requires 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, fininshed to required level and grades to be followed by seal coat. (Application: CRRI-BitChem Cold OGPC as per Designmix & Implementation by Manufacturer's discretion ony).MoRD : 508.2; IRC: SP: 100 – 2014, chapter 6.5 Using CRRI-BitChem Cold Mix Binder
60601.5
-
-
... More
Kutcha Drain
-
-
-
... More
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.
-
-
-
... More
in soil byManual Means
7161.53
-
-
... More
Surface Drains in Ordinary Rock by manual means
4774.35
-
-
... More
Pucca Drain
-
-
-
... More
Trapezoidal Shaped Side Drain ( As per IRC SP-48-1998 Hill Road Manual )
-
-
-
... More
Earth work in excavation for structures as per drawing and techanical specifications Cluse 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.
1790.4
-
-
... More
Providing and laying cement concrete 1 : 3 : 6 in open foundations complete as per drawings and techanical specifications Cluse 802,1202&1203 (PCC grade M 10)
358.1
-
-
... More
Stone masonry ( First sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM 1st Sort)
563.4
-
-
... More
Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4
4949.41
-
-
... More
Neat cement punning
4949.41
-
-
... More
Protection Works
-
-
-
... More
Earth work in excavation for structures as per drawing and techanical specifications Cluse 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.
1212.6
-
-
... More
Stone masonry in cement mortar in foundation complete as per drawing and techanical specifications Clauses 702,704,1202&1203
-
-
-
... More
Coursed rubble masonry 1st sort in 1:3 cement mortar
1352.2
-
-
... More
Stone masonry in cement mortar in substructure complete as per drawing and techanical specifications Clauses 702,704,120 and 1204
-
-
-
... More
Coursed rubble masonry 2nd sort in 1:4 cement mortar
936.4
-
-
... More
BackFilling behind abutment, wing wall and return wall complete as per drawing & techanical specification Clause 1204.3.8(Grannular Meterial)
615.76
-
-
... More
Providing weepholes in stone masonary RCC work, wing wall etc 100 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 techanical specification Clauses 614,709.1204.3.7
902.4
-
-
... More
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
842.62
-
-
... More
Cross Drainage Works(1.50m,2.00m,4.00m,6.00m)
-
-
-
... More
Earth work in excavation for structures as per drawing and techanical specifications Cluse 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.
-
-
-
... More
Ordinary soil
-
-
-
... More
Upto 3 m depth
6217.53
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
... More
P.C.C grade M 10
-
-
-
... More
(i) Nominal mix 1:3:6
1202.56
-
-
... More
Stone masonry in cement mortar in foundation complete as per drawing and techanical specifications Clauses 702,704,1202&1203
-
-
-
... More
Coursed rubble masonry (1st sort)
-
-
-
... More
(i) In 1:3 cement mortar
1500.38
-
-
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
-
-
-
... More
Earth filling
3514.71
-
-
... More
Sub Structure
-
-
-
... More
Stone masonry in cement mortar in substructure complete as per drawing and techanical specifications Clauses 702,704,120 and 1204
-
-
-
... More
Coursed Rubble masonry (2nd sort)
-
-
-
... More
(i) In 1:4 cement mortar
1913.14
-
-
... More
Providing weepholes in brick masonry/stone masonary , plain/reinforced concrete anutment, 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 techanical specification Clauses 614,709,1204.3.
1298
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
Granular material
580.01
-
-
... More
SUPERSTRUCTURE
-
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
R.C.C grade M 20
-
-
-
... More
For nominal mix 1:2:4
394.06
-
-
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
-
-
-
... More
Nominal mix (1:2.5:5)
22.38
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010and 1202
34.36
-
-
... More
BRIDGE
-
-
-
... More
ABUTMENT
-
-
-
... More
Earth work in excavation for structures as per drawing and techanical specifications Cluse 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.
-
-
-
... More
Ordinary soil
-
-
-
... More
Upto 3 m depth
113.4
-
-
... More
3 m to 6 m depth
83.5
-
-
... More
Ordinary rock (not requiring blasting)
82.03
-
-
... More
Hard rock (blasting prohibited)
49.22
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
... More
P.C.C grade M 10
-
-
-
... More
(i) Nominal mix 1:3:6
12.1
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
... More
R.C.C. grade M 20
-
-
-
... More
Nominal mix (1:2:4)
201.09
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
i)Granular material
88.56
-
-
... More
Providing weepholes in brick masonry/stone masonary , plain/reinforced concrete anutment, 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 techanical specification Clauses 614,709,1204.3.
84
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002,1005,1010 &1202
3.9
-
-
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
153600
-
-
... More
Wing walls & Return walls
-
-
-
... More
Earth work in excavation for structures as per drawing and techanical specifications Cluse 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.
-
-
-
... More
Ordinary soil
-
-
-
... More
Upto 3 m depth
372.85
-
-
... More
3 m to 6 m depth
274.42
-
-
... More
Ordinary rock (not requiring blasting)
269.69
-
-
... More
Hard rock (blasting prohibited)
161.82
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
... More
P.C.C grade M 10
-
-
-
... More
(i) Nominal mix 1:3:6
36.66
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
-
-
-
... More
For Height upto 5 m
-
-
-
... More
P.C.C grade M 15
-
-
-
... More
i) Nominal mix (1:2.5:5)
611.9
-
-
... More
Providing weepholes in brick masonry/stone masonary , plain/reinforced concrete anutment, 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 techanical specification Clauses 614,709,1204.3.
48
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002,1005,1010 &1202
6.34
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
i)Granular material
140.3
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002,1005,1010 &1202
6.34
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
i)Granular material
140.3
-
-
... More
Super structure
-
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
RCC M25
67.02
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010and 1202
9.81
-
-
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209
6
-
-
... More
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
-
-
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size agrigate, true to line and grade tolerance of vertical railing post not to exeed in 1 in 500 centre-to-centre spacing between vertical posts not to exeed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
33.6
-
-
... More
SUB: SOIL INVESTIGATION
-
-
-
... More
Cost of transportation of planks, equipments and personal effects to the site of work and back as per the mobilisation.
1
-
-
... More
Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ).
-
-
-
... More
1bore in each abutment point @7.00 M to 6.00 M Depth
12
-
-
... More
Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture ab
2
-
-
... More
Compilation of laboratory test result including preparation and submission of report
1
-
-
... More
Setting Out
-
-
-
... More
Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and technical specification
200
-
-
... More
Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical specification Clause1602.3
200
-
-
... More
Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
100
-
-
... More
Road sign Board
-
-
-
... More
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
-
-
-
... More
a). Ordinary 1 Km-stone (size - 66 X 35 X 25 cm)
21
-
-
... More
b) 200m Stone (Precast)
5
-
-
... More
c) 200m Stone (Precast)
80
-
-
... More
Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation 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
7.2
-
-
... More
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation 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
10.8
-
-
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
-
-
... More
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
22
-
-
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
80
-
-
... More
Providing and fixing of typical PMGSY Citizen information sign board with Logo as per MORD specifications and drawing. Two MS Plates/Boards of 1.6 mm thick, duly welded with MS flat iron Cleat 50mm x 50mm size on back on edges. Top and Bottom plate will welded to 2 nos 75mm tubes posts duly embedded in cement concrete M-15 grade blocks of 600x600x750cm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamal paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1.
4
-
-
... More
Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
-
-
-
... More
Road ahead closed
4
-
-
... More
Men at work
4
-
-
... More
Slippery road
4
-
-
... More
Road closed
4
-
-
... More
Stop
2
-
-
... More
Slow
1
-
-
... More
Speed limit
2
-
-
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
-
-
-
... More
English and Roman
4000
-
-
... More
Routine Maintenance
-
-
-
... More
First Year
-
-
-
... More
Second Year
-
-
-
... More
Third Year
-
-
-
... More
Fouth Year
-
-
-
... More
Fifth Year
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements