Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date28 Jan 2019
Closing Date26 Feb 2019
Tender Amount₹ 3,75,00,259
Costs
EMD
₹ 8,07,000Document 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
2019_CCUK_73105_3Bid Award Id
ViewTender No
WAPCOS_URRDA_24012019Tender 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
SUBSTRUCTURE
-
-
-
Providing and placing M30 Grade Cement Concrete(RCC) for the construction of ABUTMENTS, abutments caps,return walls,dirt wall , wing walls,bearing pedestal, reaction blocks etc. using 43/53 grade OPC,20mm and down stone aggregate and approved quality sand as per the drawing, and technical specifications of MORTH/IRC specification for bridge works and as per the direction of Engineer-in-charge
511.38
-
-
Providing, testing and installation of POT/POT-CUM-PTFE bearing (Free /guided/ fixed/pin bearings ) of specified capacity(vertical load up to 170t and horizontal load up to 45t) as per the drawing, and technical specifications of MORTH/IRC specification for bridge works and IRC : 83 ( Part III). Item to include cost of the bearing drawing as per the provision of IRC:83 (Part III) by the bearing Manufacturer based on forces and movments gavin in the drawing , all the operation requried for installotion bearing , all the material, labour , equipment and incidental work requried to excute the job. the bearing disign and drawings shall got approved from the engineer-in-charge well before start up the febrication of the bearings. The bearing shall be tested as per the provison of IRC:83 (part III) in the presence of authorized repersentative of the departmant. The installation of bearing shall be done in the presence of authorized representative of the bearing manufacturer who shall cirtify the quility of work.
4
-
-
Providing weep holes in abutment walls, return walls,wing walls etc. with 100mm dia AC pipe , extending through the full width the structure with slope of 1V:20H towards draining face as per the drawing, and technical specifications of MORTH/IRC specification for bridge works and as per the direction of Engineer-in-charge including all labour& material etc.to complete the works
460
-
-
Providing and laying of filter media with grainular/stone ,crust aggregates stisfing the rquirements MORTH/IRC specification for bridge works to a thickness not less then 600 mm witjh smaller size towards the soil and bigar size towards the wall and prpovided over entair surface behind abutments , wing walls, return walls etc. to the full height compacted to a firm condition comoplete as per the drawing and specifications item to include all labour , materials , tools, equipments, safety major and incidental necessary to complete the work to specification .
315.9
-
-
Providing and laying well compacted selected grainular backfilling & material (as per appendix 6 of IRC:78) behind abutment,wing wall and return wall complete as per the drawing, specifications of (MORTH&H) /indian road congress (IRC) Specifications for bridge works. item to include all labour, materials, tools equipment, safety measures and incidentals necessary to complete the work to specification.
1093.5
-
-
SUPERSTRUCTURE
-
-
-
FABRICATION OF TRUSS:-Providing shop fabricating, assembling & ground erection,testing ,transportion(from workshop to worksite) and storing (in workshop /work site) Grade "B" structurcral steel (rolled sections using steel plates and rolled section of 250 Mpa i.e Fe 250 ) in steel truss (including top and bottom chord , vertical/diagonal members, stiffeners, gusset/cover plates etc.), plan bracings, cross girders/ diaphragrams, shear connectors etc. supporting RCC deck slab as per the drawing, specification of , MORTH /IRC specifications for bridge works and IRC: 24 specifications. item to include all types of temporary structures,necessary templates, cutting grinding, drilling, welding ncessary tool, plants, machinery, labour and all related operations as required to complete the work in all respect.
81.7
-
-
ERECTION OF TRUSS:- Erecting and placing/ fixing in position Grade' B' structural steel (rolled sections and built-up sections using steel plates & rolled section conforming to IS: 2062 with yield strength of 250 MPa i.e Fe250 ) in steel truss (including top &bottom chord, vertical / diagonal members, stiffeners. gusset /cover plates) plan bracings cross girders/diaphragms etc. supporting RCC deck slab as per the drawing specification of MORTH /IRC specification for bridge work and IRC: 24 specifications. item to include all types ofstaging, scaffolding,necessary templates, temporary structures, cutting grinding, drilling, welding ncessary tool, plants, machinery, labour and all related operations as required to complete the work in all leads,lifts/heights,true to level and position complete in all respect.
81.68
-
-
Providing, testing and tightening of high strength Friction Grip Bolts (HSFG bolts for Friction Type joint) of class / Grade 10.9 as per IS:4000 using Automatic Calibrated Torque Wrench /Pneumatic Wrench at all locations of splicing and at all heights, wherever specified as per drawing and their compatible nuts and washer all complete required to execute the job. All HSFG bolts and nuts, washers conforming to IS:1367, IS:3757, IS:6623, IS:4000 shall be used . The items shall include all labour , materail, tools equipement, safety measures and incidentals necessary to complete the work to Specification .
3169.62
-
-
Providing, testing and tightening of high strength Bolts (HTS bolts for Bearing Type joint) of class / Grade 10.9 as per IS:4000 using Automatic Calibrated Torque Wrench at all locations of splicing and at all heights, wherever specified as per drawing and their compatible nuts and washer all complete required to execute the job. All HTS bolts and nuts, washers conforming to IS:1367, IS:3757,IS:6610,IS:6649, IS:6623, IS:4000 shall be used . The items shall include all labour , materail, tools equipement, safety measures and incidentals necessary to complete the work to Specification .
316.96
-
-
Providing and placing in position M30 Grade cement concrete ( RCC) in cast-in-situ deck slab using 43/53 Grade oridinary Portland Cement, 20mm & down stone aggregate and approved quility sand as per the Drawing , specifications MORT&H/ IRC Specification for Bridge Works. Item to include all types of shuttering, staging , scaffolding, necessary tools , plants,machinery and all related operations as required to complete the work with all leads, lifts and depths true to level and position all complete excluding only the cost of reinforcement which
65.05
-
-
Providing and placing in position M30 Grade cement concrete ( RCC) in cast-in-situ crash barrier over deck slab using 43/53 grade oridinary Portland Cement, 20mm & down stone aggregate and approved quility sand as per the Drawing , specifications of MoRT&H/IRC Specification for Bridge Works. and as per direction of Engineer-in-charge.
30.6
-
-
Providing and Fixing hand rail over the crash barrier consisting of MS base plates , embedded fastener and nuts , MS vertical plates and pipes, prepackaged early high strength non -shrink grout etc. as shown in the Drawing, specifications of MoRT&H/ IRC Specification for Bridge Works. All the railing components as mentioned above to be hot dip glvanised with a zinc coating of at least 175 gm/sqm. The thiclkness of plates shall be as shown in the Drawing and pipe to 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all materials, labour, machinary/equipment and incidental works required to cpmplete the work as directed by the Engineer-in-charge.
99.12
-
-
REINFORCEMENT:
-
-
-
Providing and placing in position TMT ( Fe 500 Grade ) reinforcement bars in various structural elements of the bridge (i.e. Foundationa, sub structure & super structure) including cutting , straingtening ,bending, Febricating ,storing ,binding with mild steel annealed binding wire of 18 SWG , fixing in position complete as per specification of MoRT&H/ IRC Specification for Bridge Works. Total steel in abutment foundations
32.71
-
-
Total steel in abutment
76.08
-
-
Deck slab & crash barrier
10.6
-
-
Providing and placing in position M30 Grade cement concrete ( RCC) in cast-in-situ deck slab using 43/53 grade oridinary Portland Cement, 20mm & down stone aggregate and approved quility sand as per the Drawing , specifications of MoRT&H/(IRC) Specification for Bridge Works. Item to include of shuttring ,bitumen filler type joint between approah slab & dirt wall all complete. Item to include all labour, materials , tools, equipement, safety measures and incidentals necessary to complete the work to specifications. The minimum slump of concrete shall be 75mm at the time of placement of concrete. Measurements shall be made for the finished volume of concrete only . cost of reinforcement (12mm dia . bars @150mm c/c bothways on both faces ) shall not be paid separtely and the same be included in the quoted rates.
12.86
-
-
Providing and installing single strip seal expansion joint with a total allowable movement capacity of 70mm as per drawing, (MoRT&H)/ (IRC) Specification for Bridge Works and IRC: SP: 69 "Guidelines & specfication for Expansion joints". and duly supplemented with manfucture s recommendations. Entire installation is to be carried out strictly in the presence of manufacturers reperesentative only at all times who shall certify the quality of work . Item to include necessary provision and filling of recess for the expansion joint at no extra cost. The seal of expansion joint shall be such as not to permit any dust collection at all times. item to include all material, labour ., machinery / equipment and incidental waorks required to complete the job.
10.5
-
-
Providing and fixing drainage spouts as per the Drawing, specifications of (MoRT&H) (IRC) Specification for Bridge Works. Item to include all material, labour, machinery / equipment work required to complete the job.
18
-
-
Cleaning & preparing surface and providing & applying the tack coat as per MORTH /IRC specifications for bridge works, Item to include all labour, materials, tools equipment etc. required to complete the works. (FOR APPROACH ROAD ALSO)
480.76
-
-
Providing and laying 40mm thick bitumen concrete wearing coat with 100-120 TPH-batch type hot mix plant producing and average out put of 75 tonne per our using crussed aggrigate of specified gradding premixed with bituminous binder @5.4 to 5.6 % of mix and filler transforting the hot mix to work site , laying with hydrostatick paver finisher with sansor cantrol to the requried grade , lavel and alignment rollng with smooth wheel, vibratory and tandem rollers to achive the disired compacation as per Morth / IRC specification for Bridge works. item to include all materials, labour, machinery equipment required to complete the job
9.615
-
-
Providing and laying 25mm thick Mastic Asphalt wearing coorse with paving grade bitumen meeting the requirement, Prepaired by using Mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone cheaping 13.2 mm nominal size @ of 0.005 cum per 10sqm and at an approximate spacing of 10cm center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree C,protruding 1mm to 4mm over mastic surface, all complete as per MORTH&H/ (IRC) specification for Bridge works. item to include all materials, labour, machinery equipment etc.required to complete the job.
240.38
-
-
APPROACH ROADS
-
-
-
Earthwork in excavation of PCC retaining wall as per the drawing specification of MORTH/IRC specification for bridge works.
208.8
-
-
Providing and laying M15 Grade PCC using 43/53 grade OPC below and inside R/W as per the drawing, and technical specifications of MORTH/IRC specification for bridge works and as per the diretion of engineer-in-charge
819
-
-
Providing weepholes in Retaining wall with 100mm dia AC pipe as per the drawing specification of MORTH/IRC specification for bridge works.
660
-
-
Providing , placing and compacting approved fill material in the embankment/approches as per the specifications of MoRT&H/ IRC Specification for Bridge Works. .
1096.5
-
-
PROTECTION WORKS: Providing and laying of apron with cement concrete block of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC:112. Average size is taken as 10m x 5m x 1m.
171.5
-
-
5 Years Maintainance Work:
-
-
-
Providing and laying of apron with cement concrete block of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC:112. Average size is taken as 10m x 5m x 1m.
-
-
-
Ist Year
75
-
-
IIIrd Year
60
-
-
V th year
50
-
-
Greasing of bearing
-
-
-
Iind Year
1
-
-
Ivth Year
1
-
-
Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701.
-
-
-
IIIrd year
2310
-
-
White washing of parapet walls of CD work and tree truncks including preparation of surface by cleaning scrapping etc. as per MORD Specification for Rural Roads 2014
-
-
-
Ist year
250
-
-
IInd year
250
-
-
III rd year
250
-
-
IV th year
250
-
-
V th year
250
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements