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 Date2 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 44,98,28,166
Costs
EMD
₹ 91,99,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Brtf Road To Taraklengdi(full Stage)
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_73595_1Bid Award Id
ViewTender No
AR1401059Tender 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
(B) In area of throny jungle
26.3
-
-
... More
Item: Setting Out
-
-
-
... More
Construction of reference pillars as per Fig 1600.1 (b) as per drawing and techinical specification Clause1602.1
700
-
-
... More
Construction of job pillars as per Fig 1600.1 (d) as per drawing and techinical specification Clause1602.4
350
-
-
... More
Item: EARTHWORK IN ROAD FORMATION
-
-
-
... More
Excavation in soil in Hilly area by mechinical means including cutting and trimiming of sides slope and disposing of excavated earth with a lift upto 1.50mtr and a lead upto 20mtr as per drawing and technical specification cluase 1603.1.
463571.92
-
-
... More
Excavation in ordinary rock using mechanical 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.
136807.5
-
-
... 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.
74387.78
-
-
... More
Item : Hume Pipe Clvt. 1000 mm dia.
-
-
-
... More
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.
413.78
-
-
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
22.31
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [P.C.C. grade M 20 Nominal mix (1:2:4)]
9.6
-
-
... More
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
19.9
-
-
... More
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]
200.17
-
-
... More
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. [1000 mm dia]
30
-
-
... More
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
10.37
-
-
... More
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, 1204.3.7
96
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
61.48
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 [R.C.C grade M 20 For design mix RCC M 20]
17.12
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.37
-
-
... More
Item:- C.D. Structure(Slab Culvert 1.50 mtr.Span=89 Nos, 2.00mtr.Span=14Nos, 4.00mtr.Span=7 Nos & 6.00mtr.Span=2 Nos.
-
-
-
... More
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.Ordinary soil Upto 3 m depth
8800.09
-
-
... More
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 Nominal mix 1:3.6
1426.72
-
-
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:4 cement mortar
3217.55
-
-
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:5 cement mortar
3280.67
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 With Granular material
1102.95
-
-
... More
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, 1204.3.7
4370
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. For design mix RCC M 20
918.56
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C M 25
42.84
-
-
... More
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)
187.69
-
-
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
1208.76
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
65.41
-
-
... More
Item : Minor Bridges 10.0 Mtr. Span 1 Nos & 15.0 Mtr. Span 1 Nos.
-
-
-
... More
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 side and bottom and backfilling in trenches with excavated suitable material. (a) Upto 3 mtr depth.
1066.2
-
-
... More
(b) 3 mtr to 6 mtr depth
1108.8
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 i) Nominal mix 1:3:6
85.11
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. For design mix RCC M 20
296.18
-
-
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
24
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 For design mix RCC M 20 for nominal mix 1:2:4
224.79
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
339.52
-
-
... More
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 Clause 614, 709, 1204.3.7
196
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
24.86
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. RCC M 25
139.21
-
-
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
4.5
-
-
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209
14
-
-
... More
Supplying, fitting and fixing CI gratings of size 210 mm x 12 mm over drain holes in superstructure as directed by Engineer-in-charge
8
-
-
... More
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instruction
12
-
-
... More
Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder as per drawing, and technical specifications Clause 1207.2.4
12
-
-
... More
Supplying, fitting and fixing tar paper bearings on the top of the abutment cap as directed by the Engineer-in-Charge (Concrete face should be abraded by chipping and grinding and properly cleaned before application of tar paper).
7.2
-
-
... More
Construction of R.C.C ralling of M 25 grade in cast-in-situ with 20 mm moninal size aggregate, true to line and grade, tolerance of vertical ralling post not to exceed 1 in 500, centre-to centre spacing between vertical posts not to exceed 2000 mm as per
50
-
-
... More
Cost of transportation of planks, equipments and personal effects to the site of work and back as per the mobilisation.
6
-
-
... 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 ).
22
-
-
... 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
8
-
-
... More
Compilation of laboratory test result including preparation and submission of report
4
-
-
... More
Item: Protective Works( Breast Wall 2.0mtr.ht. = 750 mtr. (GABION STRUCTURE) and Retaining Wall 3.00mtr.ht. = 750 mtr.(RRM )
-
-
-
... More
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 side
2850
-
-
... More
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 side
2262.79
-
-
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:6 cement mortar
2070.96
-
-
... More
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.
450
-
-
... More
Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)
2812.5
-
-
... More
SH :- Pucca Side Drain
-
-
-
... More
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) Upto 3m depth
597
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203 [M -15 Plain base concrete]
201
-
-
... More
Stone Masonry work in cement mortar in foundation complete as per drawings and technical specification Clauses 702,704,1202 & 1204 [CRM in CM 1:5]
414.6
-
-
... More
Cement plaster 15 mm thick 1:4 on stone masonry
2816
-
-
... More
SH :- Pavement
-
-
-
... More
EARTHEN SHOULDER: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pith with all lifts and leads, transportating to site, spreading , grading to required slope compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical specification clouse 303.1.
7038.39
-
-
... More
GRANULAR SUB-BASE: Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. i) Using naturally occuring gravel
21584.83
-
-
... More
WBM GRADING III ( 75 mm thick): 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
8172.52
-
-
... More
PRIME COAT: Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using m/means as technical specification Clause 502. Low Porosity
108966.89
-
-
... More
TACK COAT: Providing and applying tack coat with bitumen emulsion (RS -1 ) using emulsion distributer at the rate of 0.25 sqm to 0.30 sqm kg per sqm on the prepared granular surface trated with primer & cleaned with hydraulic boom as per tech specification Clause 503.
108966.89
-
-
... More
PREMIX CARPETTING (CRRI-BitChem Coldmix 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. By Manual Means (I) Bitumen (S-90)
108809.39
-
-
... More
SEAL COAT: Providing and laying seal coat with Bitumen Emulsion for 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 510
Case-III : Type C (By manual means)
108809.39
-
-
... More
Item :-Guard Post
-
-
-
... More
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.
60.16
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807. 1202 and 1204
229.36
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
18.35
-
-
... More
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
1499.3
-
-
... More
(Item :-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
(i) 5th Kilometre Stone (precast)
8
-
-
... More
(ii) Ordinary Kilometer Stone (Precast)
27
-
-
... 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 retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
39
-
-
... More
Providing and fixing of typical PMGSY Citizen information sign board with logo as per MORD specifications and attached drawing. Two M.S plates/boards of 1.6 mm thick, duly welded with MS flat iron cleat 50 mm x 5o mm size on edges. Top and botttom plate will welded to 2 nos. 75 mm tubes posts duly embedded in cement concrete M-15 grade blocks of 600 x 600 x750 cm below ground level . All MS will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and clour. 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. The rate inclusive of all material, fitting and fixing at site etc.
2
-
-
... 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
(a) Diversion one km ahead.
12
-
-
... More
(b) Traffic sign ahead
24
-
-
... More
( c) Road ahead closed
12
-
-
... More
(d) Men at work
12
-
-
... More
(e ) Road narrow
8
-
-
... More
(f) Diversion
10
-
-
... More
(g) Road Closed
12
-
-
... More
(h) Stop
12
-
-
... More
(i) Slow
12
-
-
... More
(j) Speed Limit
12
-
-
... More
SH:- 5 - Years Maintenance
-
-
-
... More
First Year Maintenance
-
-
4351884
... More
Second Year Maintenance
-
-
9017153
... More
Third Year Maintenance
-
-
9054002
... More
Fourth Year Maintenance
-
-
6232837
... More
Fifth Year Maintenance
-
-
6955325
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements