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 Date16 Jul 2018
Closing Date1 Aug 2018
Tender Amount₹ 4,29,90,630
Costs
EMD
₹ 9,71,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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
2018_CEAR_65936_1Bid Award Id
ViewTender No
RWD/PK/PMGSY/NIT/2018-19Tender 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
PAVEMENT (Shoulder & Subgrade preparation, GSB LAYER, WBM-3, PrimeCoat , PMC , Seal Coat)
-
-
-
... More
Excavation in all kind of soil ie ordinary soil by manual and Mechanical, ordinary rock by manual and Mechanica means in hilly area including cutting and trimming of side slope and disposing of excavated earth with a lift upto 1.5 mtr and lead upto 20mtr as per technical specification clause 1603.1
13064.25
-
-
... More
Sub Head:- Embankment.
-
-
-
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
19778.45
-
-
... More
Sub Head :-Katcha Side Drain
-
-
-
... 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.
334.8
-
-
... More
Sub Head :-C.D.Structure & Protection Works.
-
-
-
... More
Earth work in excavation for structure as per drawing and technical specification clause 305.1 in all kinds of soil, ordinary rock,hard rock ( requiring blasting)-( blasting prohibited) and marshy soil including setting out,construction of shoring and bracing ,removal of stumps and other deliteriouses material and deposal upto a lead of 50m,dressing of side and bottom and back filling in trenches with excavated suitable materials.
(i) Ordinary soil upto 3m depth
2269.78
-
-
... More
(ii) Ordinary rock (Not requiring blasting) upto 3m
714.46
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations as drawing and technical specifications clause 802,803,1202 and 1203.PCC grade M10 1:3:6 ( Hand mixing).
269.27
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(M-20)
45.12
-
-
... More
Stone masonry work in cement morter in foundation complete excluding pointing and plaster as per drawing and technical specifications and clauses 702,704,1202and 1203.
-
-
-
... More
(a) Course rubble masonry ( 1st sort) In 1:4 cement morter
797.76
-
-
... More
(b) Course rubble masonry ( 2nd sort) In 1:4 cement morter
478.43
-
-
... More
Pvdg and laying reinforced cement concrete in super structure as per drawing and specification clause -800 , 1205.4 & 1205.5 ( M20)
35.49
-
-
... More
Pvdg and laying reinforced cement concrete in super structure as per drawing and specification clause -800 , 1205.4 & 1205.5 ( M25)
58.91
-
-
... More
Supplying fitting and placing HYSD bar reinforcement(Fe415) in superstructure complete as per drawing and technical specification.Clause -1002,1010 &1202 (as per RRM plate No. 7.08)
4
-
-
... More
Supplying, fitting ,placing with MS bar reinforcement (Fe415) in Superstructure as per drawing and technical specification clause 1002,1005,1010 ans 1202
6.02
-
-
... More
Plain/ reinforcement cement concrete in sub structure complete as per drawing and technical specification clauses 802,804,805,806,807,1202 and 1204 for upto 5m. PCC grade M15 Nominal mix 1:2.5:5 (hand mix).
32.16
-
-
... More
Back filing behind the Abutment, wing wall and return wall complete as per drawing and technical specifications ,clause 1204.3.8 (i) Granular materials
478.795
-
-
... 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
464
-
-
... More
Cement plaster 15 mm thick 1:5 on stone masonry
125
-
-
... More
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
6
-
-
... 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
24
-
-
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per measurement
24
-
-
... 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
11
-
-
... More
Providing an Elastomeric bearing as per standard specification
495000
-
-
... More
Sub-head ;- 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
(i)1bore in each abutment point @ 5.00 M Deep
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
4
-
-
... More
Compilation of laboratory test result including preparation and submission of report
1
-
-
... More
Sub-head ;- Gabion Structure.
-
-
-
... More
Providing and Laying wire created boulder structures boulder size 22.5cm to 45 cm having 25 kg avarage Wt. for each i/c dumping /laying in SWG wire mesh of 10 cm x 10 cm (woven diagonally )4 mm dia i/c packing with small size stone ,spalls and carrying of boulder from a lead of 50 m and lift up to 1.50 mtr i/c tieing properly tthe mesh by cutting the mouth and hoisting of wire.where felt necessary as per direction of Engineer -in-charge technical specification clause 1301(Based on SDB Rural Road chapter-14 item No.14.2 0
487.5
-
-
... More
SUB-HEAD:- EARTHEN SHOULDER
-
-
-
... More
Construction of sub-grade 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 specification
1755
-
-
... More
Granular Sub-base with Well Graded Material (Table 400.1)
-
-
-
... 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
(i)For Grading I Material
2223.375
-
-
... 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 three wheel 80-100 kN in static roller in stages to proper grade and compaction.
-
-
-
... More
i) By Manual Means
894.38
-
-
... More
SUB-HEAD:- P.M.C
-
-
-
... More
Prime Coat (High 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
11925
-
-
... More
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.
11925
-
-
... More
20 mm thick open graded primix carpet using bitumineous binder.
-
-
-
... More
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
11925
-
-
... More
Seal Coat
-
-
-
... More
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 510
11925
-
-
... More
Sub-head ;- Setting Out
-
-
-
... More
Referance Bench mark and Working bench mark
3.9
-
-
... More
Construction of reference pillars as per Fig.1600.1(b) as per drawing and Technical Specification Clause 1602.1
70
-
-
... More
Construction of back pillars as per Fig.1600.1(c) as per drawing and Technical Specification Clause 1602.3
70
-
-
... More
Construction of Job pillars as per Fig.1600.1(d) as per drawing and Technical Specification Clause 1602.4
5
-
-
... More
Sub - Head :- Traffic signs ,markings & Other road Appurtenances
-
-
-
... More
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
2
-
-
... More
Providing and Fixing PMGSY Logo Board at starting point
-
-
-
... More
Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
2
-
-
... More
Providing and Fixing Title information Board of PMGSY Project(RCC)
-
-
-
... More
Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
1
-
-
... More
Kilometre stone :-
-
-
-
... More
Reinforcement cement concrete M15 grade kilometre stone/local stone of standard design as per IRC -8 fixing in position including painting etc as per drawing and technical specification clause 1703.
-
-
-
... More
i) Ordinary Kilometre stone (precast)Both side
3
-
-
... 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...... etc. as per IRC:SP:55:2001.
-
-
-
... More
a) Men at work
2
-
-
... More
b) Diversion
2
-
-
... More
c) Road closed
2
-
-
... More
d) Stop
2
-
-
... More
e) Slow
2
-
-
... More
f) Speed limit
2
-
-
... More
5 Year Maintenance
-
-
-
... More
1 st Year Maintenance
-
-
443000
... More
2 nd YearMaintenance
-
-
708000
... More
3 rd YearMaintenance
-
-
841000
... More
4 th YearMaintenance
-
-
1040000
... More
5 th YearMaintenance
-
-
1395000
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements