Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 13,23,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEASM_67009_18Bid Award Id
ViewTender No
CE/PMGSY/78/2017-18/6Tender 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 .
5.76
-
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.
108.44
-
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 IV) RCC M- 25 grade Case I : Using concrete mixer.
1504.4
-
8556.77
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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-25 Case - I : Using concrete mixer.
302.32
-
8828.03
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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 II) PCC grade M-25 Case - I : using concrete mixer.
76.3
-
8108.44
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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.
47.99
-
8448.94
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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.
233.79
-
9936.93
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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
9
-
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
21
-
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
-
10003.89
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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 IV) Beyond 20 m up to 30 m (a. Without kentledge)
2.74
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18766.09
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Sinking of 7m 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
6
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8000.62
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Sinking of 7m 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
14
-
10863.09
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Sinking of 7m 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
20
-
14348.67
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Sinking of 7m 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 IV) Beyond 20 m up to 30 m (a. Without kentledge)
2
-
26911.99
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Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1659.6
-
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)
185.96
-
73812.46
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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 Case-I : Using Concrete Mixer
165.71
-
8556.77
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Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
60.49
-
62966.4
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Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
427680
-
1.15
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Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specificationsincluding steel shuttering II. RCC grade M - 25 Case I : Using concrete mixer For T beam and slab, ii) Height 5m to 10m
458
-
8709.99
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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)
60.83
-
63922.07
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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
57.53
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12715.41
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Construction of pre cast RCC railing of M30 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
212.56
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1910.21
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Drainage Spouts complete as per drawing and technical specifications
44
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7210.66
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
29.48
-
6678.34
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
18
-
12004.9
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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
292.13
-
3022.92
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Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
292.13
-
3562.82
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Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
329.27
-
4176.1
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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.
0.4
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48405.82
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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
5604.73
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261.73
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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
1095.93
-
324.95
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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
370
-
2957.65
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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
185
-
4497.36
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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
185
-
4505.28
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Prime coat High 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
2466.67
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31.63
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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
2466.67
-
11.58
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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)
2466.67
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208.19
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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)
2466.67
-
67.51
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B.Semi Reflective Traffic Signs : Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (ii) 600mm equilateral triangle
2
-
3356.42
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Construction of R.C.C. guide posts of 250 mm dia, M25 grade as per drawing and technical specification Clause 1401.6
200
-
1127.06
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