Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date2 Feb 2019
Closing Date18 Feb 2019
Tender Amount₹ 1,69,03,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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i. In Ordinary Soil

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A. Mechanical Means

381.9

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ii. 3.00m to 6.00m depth (without dewatering)

859.28

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Providing concrete for plain/Reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203 PCC M15

18.49

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Providing concrete for plain/Reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203 . RCC M25

148.67

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Providing concrete for plain cement concrete in open foundation complete as per drawings and technical specifications clause 1500,1700 & 2100 of MORTH Specification E.PCCM15

96

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Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification clause 1000 and 1002

17.46

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Sub Structure

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Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications clause 804,806,807,1202 & 1204 1i.Height 0.0 m to 5.0m

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iv. RCC M-25 Grade

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i. Height upto 5.0m

156.98

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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical clause 1002,1005,1010 & 1202

21.51

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Providings weep holes in brick massonary/stone massonary, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slopes of 1(V):20(H) towards drawings face complete as per drawing and technical specifications clause 2200 & 2706

80

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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications as per MORTH section 1000,2000,2200

60060

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Back filling behind Abutment , Wing Wall and return wall complete as per drawing and Technical specification clause 1204.3.8 9i) Granular Material

812.8

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Super Structure

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Furnishing and placing reinforced cement concrete in superstructure as per drawing and Technical Specifications at clause 1205.4 and 1205.6

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iii. RCC M-25 Grade

91.95

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Supplying, fitting and placing un-coated TMT bar reinforcement in Super Structure complete as per drawing and technical specification clause 1002,1010 and 1202

20.16

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Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications of clause 800 and 1206.3

10.75

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Construction of pre cast RCC railing of M25 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm as per drawing and technical specifications clause 800,900,1208.3

73.5

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Providing and laying of elastomeric slab seal expansion joint complete as per approved drawing and specifications to be installed by manufacturer or their authorised representatives ensuring complience to the manufacturer"s instructions for installation and as per technical specifications clause 1207.2.5

12.8

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Drainage spouts complete as per approved drawings and technical specifications clause 1209.

12

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PCC M15 ordinary grade (1:2.5:5) in levelling course below approach slab complete as per drawing and technical specifications clause 800 and 1211

4.65

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Reinforced cement concrete M25 grade Approach Slab including reinforcement and form work complete as per drawing and technical specification clause 800 and 1211

11.55

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Protection work:

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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications A. Stone/Boulder

320.24

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Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.

160.12

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Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS 280 and IS 4826 in 100mmX100mm mesh ( woven diagonally ) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 KG each as per drawing and technical specifications clause 1301.

528.32

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5 Year Routine Maintanance

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First year

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Second year

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Third year

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Forth year

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Fifth year

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