Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 13,83,200Document 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_CEASM_65696_21Bid Award Id
ViewTender No
CE/PMGSY/78/2017-18/2Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying of cutting edge of mild steel weighing 40 K.G. per meter for Well foundation complete as perv drawing and as per clause 1200 &1900 of MORTH specifications .
4.63
-
116874.36
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Plain / Reinforced Cement concrete, in well foundation complete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. A. Well Curb I) RCC M - 25 grade Case - I : Using concrete mixer.
85.17
-
9334.24
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Plain / Reinforced Cement concrete, in well foundation complete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. B. Well steining III) RCC M- 25 grade Case I : Using concrete mixer.
992
-
8320.69
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Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. C. Bottom Plug Concrete to be placed using tremie pipe. II) PCC grade M-20 Case - I : Using concrete mixer.
186.92
-
8532.93
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Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. D. Intermediate plug III) PCC grade M-25 Case - I : using concrete mixer.
12.57
-
8342.25
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Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. E. Top plug III) PCC grade M-25 Case - I : using concrete mixer.
12.57
-
8532.93
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Plain / Reinforced Cement concrete, in well foundation complete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. F. Well Cap I) RCC M - 25 grade Case - I : using concrete mixer.
122.26
-
8908.62
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Sinking of 6m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 . A. Sandy soil I) Depth below Bed level up to 3.0m
12
-
5272.08
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Sinking of 6m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 . A. Sandy soil II) Beyond 3.0 m upto 10.0 m
28
-
7574.99
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Sinking of 6m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 . A. Sandy soil III)Beyond 10 m up to 20 m
30.39
-
10003.89
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Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
312.45
-
2167.85
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Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
61.67
-
62390.84
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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200 F) RCC Grade M 25 I) Height up to 5.0 m to 10 m Case-I : Using Concrete Mixer
198.88
-
7834.91
... More
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
31.95
-
62390.84
... More
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
1320
-
578.85
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Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
1320
-
670.79
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material
1144.54
-
2022.57
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Providing and launching Steel Truss of Structural steel BUG super Structure including painting complete as per Section 1900 of MOST specification.
202.74
-
150177.53
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. ii. RCC M-25 Grade Case I. usuing concrete mixture For T-Beam Girder ii. Height 5.0m to 10.0m
152.9
-
8240.1
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Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
26.35
-
63922.07
... More
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
45.36
-
14081.95
... More
Providing fitting and fixing mild steel railing complete as per drawing and technical specification .
195.6
-
4078.85
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Drainage Spouts complete as per drawing and technical specifications
42
-
1862.42
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Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring complience to the manufacture 's instruction for installation
27
-
6678.34
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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
404.58
-
1737.81
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Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
202.29
-
2277.58
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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
157.77
-
1737.81
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause
201.
0.96
-
54940.22
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Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
9371.08
-
297.06
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Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical specification Clause 303.1 By Mechanical Means: Private Land
1426.45
-
368.43
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Construction of granular sub-base by providing well graded materials, 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. For Grading II Material
254.62
-
2820.48
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Water Bound Mecadam.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 static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
116.84
-
4046.84
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Water Bound Mecadam.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 static roller in stages to proper grade and camber applying and brooming,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
116.84
-
4170.27
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Prime coat Low porosity.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 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502
1557.88
-
31.67
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Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1557.88
-
9.76
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Providing, laying and rolling of 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder.Providing,laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1557.88
-
198.14
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Seal Coat. 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 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1557.88
-
90.3
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Providing and Fixing 'Logo' of PMGSY Project. Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat Iron 25mm x 5mm 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 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 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
3
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24354.72
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RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete.
160
-
599.28
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