Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Feb 2019
Closing Date13 Feb 2019
Tender Amount₹ 2,34,32,633
Costs
EMD
₹ 4,68,940Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
L032 - Road From Richikrong To Kampu. Satge - Ii
Description
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Contact
Tender Id
2019_CEAR_73653_1Bid Award Id
ViewTender No
AR0302008Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing concrete for plain/reinforced concrete in open foundation as drawing and technical specification clause 802,803,1202 and 1203 .PCC grade M15 1:2.5:5(Hand Mixing)
9.76
-
-
Stone Masonary work in cement mortar in foundation complete excluding pointing and plaster as per drawing and technical specification.
a) CRM(1st sort) in 1:4 cement mortar.
43.05
-
-
b) CRM(2nd sort) in 1:4 cement mortar.
26.64
-
-
Providing and laying in reinforced cement concrete in superstructure as per drawing and technical specification.PCC (1:2:4) Hand Mixing
2.94
-
-
RCC Grade M25(1:1.5:3)
Providing and laying cement concrete in substruture as per drawing and technical specification in Slab
2.65
-
-
Supplying fitting and placing HYSD bar Reinforcement in superstructures complete as per drawing and technical specification
0.28
-
-
Back filling behind the stone Masonary abutment and wing wall complete as per drawing and Technical Specification with Granualar Materials
6.15
-
-
Providng weep hole in stone masonary in abutment and wing wall with 100mm dia A.C pipe extending through the full width of the structure with slope of(v):20(H) toward drawing face complete as per drawing and technical specification.
74
-
-
Earth work in excavation for structures as per drawing and technical specification clause 305.1
105.6
-
-
Plain Cement Concrete in Sub-Structures complete as per drawing and Technical Specification. PCC M15 (1:3:6) Hand mixing.
17.46
-
-
Stone Masonary work in Cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification.(i) CRM 2nd sort in Cement mortar 1:4.
62.7
-
-
Dry Stone Masonary for Superstructure Complete as per drawing and technical specification clause 702,704 & 1202
64.14
-
-
Stone Filling behind the wall with hard stone as per the direction of the Engineer-in-charge.
45
-
-
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 Clayse 401.4 as per Technical Specification Clause 408. By Mix in place Method
a) using naturally occuring Gravel
3668.65
-
-
Providing and laying,spreading and compacting stone aggregate of specific size to water bound macdam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100kN in static roller in stages to proper grade and camber,applying and broming stone sereening to fill-up the intersites of coarse aggregate,watering and compacting to the required density grading 3 as per technical specification clause 405. By Manual Means
955.87
-
-
Providing and applying primer coat with bitumen emulsion(ss-1) on prepared surface granular base i/c clearing of road surface and spraying primer @0.90-1.20kg/sqm using machanical means as per tech specification.
12710.7
-
-
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor @ 0.20 to 0.25 kg/sqm on the prepared bituminus surface cleaned with hydraulic broom as per technical specification clause 503.
12710.7
-
-
Providing and laying,rolling of open -grade premix carpet of 20mm thickness composed of 13.20mm to 5.6mm aggregate either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course rolling with a three wheel 80-100kN static roller capacity,finished to required level and grades to be followed by seal coat of either Type A or Type-B as per technical specification clause 508
12710.7
-
-
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
12710.7
-
-
Construction of earthen shoulder with approved Material obtained from borrow pit with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.20 with lead upto 1000mtrs as technical specification
1412.65
-
-
Construction of CRM side drain 15cm thick both side wall height 0.32cm in 1:4cm with hardstone,cc base in M10(cc 1:3:6) 15cm thick i/c inside plastering in cement morter 1:4 i/c earthwork complete as per drawing and direction of engineering incharge.
142.1
-
-
Providing and Fixing Typical PMGSY Logo Board as MoRD Specification and Drawing including earth work,finishing and applying prime coat, painting and lettering with appropriate colour with require shade of approve quality ready mix paint.
1
-
-
Providing and fixing typical PMGSY Title information sign board as per MoRD Specification and drawing including earth work,finishing and applying priming coat,painting,lettering with appropriate colour with required shade of approved quality ready mix paint.
1
-
-
Providing and fixing typical PMGSY Citizen information sign board as per MoRD Specification and drawing including earth work,finishing and applying priming coat,painting,lettering with appropriate colour with required shade of approved quality ready mix paint.
1
-
-
Providing and fixing typical PMGSY Citizen information sign board as per MoRD Specification and drawing including earth work,finishing and applying priming coat,painting,lettering with appropriate colour with required shade of approved quality ready mix paint.
1
-
-
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 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450x450x600mm below ground level as per approved drawing and technical specification clause 1701.
15
-
-
Providing and fixing traffic sign at suitable location in construction zone as per IRC:SP:55-2001 and as per drawing specification.
Road ahead closed
2
-
-
Road narrow
4
-
-
Men at work
2
-
-
Road closed
2
-
-
Stop
4
-
-
Slow
4
-
-
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
i) Ordinary Kilometer Stone (Precast)
4
-
-
Referance pillar/Back Pillar/Banchmark/Job Pillar as per drawing and specification.
39
-
-
SH:- 5 - Years Maintenance
-
-
-
First Year Maintenance
1
-
107000
Second Year Maintenance
1
-
374000
Third Year Maintenance
1
-
428000
Fourth Year Maintenance
1
-
642000
Fifth Year Maintenance
1
-
786000
Evaluation Notes How It Works ?
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