Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 10,23,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEASM_102079_1Bid Award Id
ViewTender No
CE/PMGSY/977/2018-19/16Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Providing and constructing temporary island 16 m diameter for construction of pile foundation for 1200mm dia pile group. B. Assuming depth of water 4.00m and height of island 4.5m
2
-
779442.36
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Providing and constructing one span service road to reach island location from one pier location to another pier location
50
-
2229.49
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Bored case-in situ M-35 grade RCC pile excluding reinforcement complete as per drawing and Technical specifications and removal of excavated earth with all lifts and lead up to 1000m as per MORTH Section No. 1100 & 1700. P) Pile diameter= 1200mm dia
676.8
-
16555.63
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Pile load test in single vertical pile in accordance with I.S.2911(Part-IV) a) Initial & Routine Load Test
792
-
372.9
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Leveling course for pile cap providing & laying PCC M-15 leveling course 100mm thick below the pile cape as per drawing and technical specifications of MORTH section.
27.22
-
6796.95
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Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specification of MORTH,section no. 1100,1500 & 1700. A) RCC grade M-25 CaseI:Using concrete mixure.
451.66
-
10999.42
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Supplying fitting and placing uncoated TMT bar reinforcement in foundatiion complete as per drawing and technical specifications as per MORTH clause 1600.
102.37
-
62551.15
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Plain /Reinforced cement concrete in sub-structure as per drawing and technical specifications. 1500,1700,2200. (A) With Crushed Stone. (III)RCC grade M-25 (I) Height upto 5.0 M
236.66
-
8519.07
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Supplying fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications as per MORTH clause 1600 & 2200. (b) With TATA make TMT rebar
17.01
-
62689.01
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification.
B. Sany Materials
627.06
-
2966.65
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Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and Technical Specification.
120
-
344.65
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Supplying, fitting and fixing in position true to line and level elastomeric bearing confroming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and Technical Specification Clause 1207.1
241920
-
1.14
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Furnishing and placing reinforced/prestressed cement concrete in superstructure as per drawing and technical specification including steel shuttering form……. (B) With Crushed stones, (II) RCC M-25. (I) Height upto 5.0 to 10.00M
343.5
-
9018.53
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Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications (ii) With TATA make TMT rebar
52.77
-
63640.47
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Providing and laying cement concrete wearing coat M-30 grade including reinfor-cement complete as per drawing and tech-nical specification clause 800 & 1206.3.
42.8
-
12659.39
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Construction of RCC Railing M-30 grade in cast in situ with 20mm nominal size agree-gates , true to line and grade, tolerance of vertical railing post not exceed 1 in 500 centre to centre spacing between vertical post not to exceed 2000mm as per drawing & technical speciftn.clouse 800,900,1208.30.
169.56
-
1948.12
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Drainage spouts complete as per approved drawing and technical specification clause 1209.
48
-
7178.89
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Providing and laying of an strip seal expansion joint compressiion seal joint catering to maximum horizonteal movement of 70 mm complete as per approved drawing and standard specification s to be installed by manufecture / support or their authorised representative ensuing compiance to the menufecture as per technical clouse 1207.2.4
30
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6648.92
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Clearing and grubbing of road land including uprooting rank vegetation, grass, bushes shrubs, saplings, and tree girth upto 300mm removal of stumps of such trees cut earlier, and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000 m. including removal of and disposal of top organic soil not exceeding 150mm in thickness as per technical Specification Clause 201. (II) By manual means (A) In area of light jungle
0.33
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42648.3
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Construction of embankment with approved materials obtained from boro pitch with a lift upto 1.5 m.,Transporting to site ,spreading , grading to required slope and compecting to meet requirement of tables 300.1 & 300.2 with a lead upto 1000m.as per technical specification clouse 301.5.(i) Private land .
18137.29
-
260.58
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Construction of Subgrade & Earthen Shoulders: Construction of subgrade & earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to the site, spreading, grading to required slope and compacted to meet requrement of table 300.2 with lead upto 1000m as per technical specification clouse 303.1 (i) Private land
812.58
-
323.52
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Granular Sub-base with well graded materials (Table 400-1) A) By Mix in Place Method: Construction of granular sub-base by providing well graded material, spreading in uniform layer by tractor with grading attachment on prepared surface,mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achive the density , complete as per technical specification claouse 401. (iii) For grading III Material
210.49
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3238.48
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2) WBM grading 2 ::Providing ,laying, spreading and comacting & stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thicness, hand packing,rolling in smooth wheel roller 80-100km in stages to proper grade and camber, applying and brooming & stone screening / binding materials to fill up the interstices of course aggregates , watering & compacting to reqd. density as per clouse 405. (A)By menual means.
84.29
-
4557.11
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3) WBM grading 3 :: Providing , laying, spreading and comacting & stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thicness, hand packing,rolling in smooth wheel roller 80-100km in stages to proper grade and camber, applying and brooming & stone screening / binding materials to fill up the interstices of course aggregates , watering & compacting to reqd. density as per clouse 405. (A)By menual means
84.29
-
4642.98
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Medium 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 0.90-1.20 Kg/Sqm using mechanical means as per Technical Specification clouse 502.
1123.8
-
49.49
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Providing and applying Tack Coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30 Kg/Sqm on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per Technical Specification Clause 503.
1123.8
-
11.53
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20mm Thick Open Graded Premix Carpet using Bituminous 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 an level to serve as wearing course on a previously prepared base , including mixing in suitable plan , laying & rolling with a three wheel 80-100 km static roller capacity to reqd.grades to be followed by seal coat as per technical clouse 508. (i) By manual means. (i) Bitumen S-90.
1123.8
-
220.72
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Seal Coat: Providing and laying seal coat sealing the voids in the bituminous surface laid to the specified level, grade and cross fall using Type A, Type B or Type C as per technical Specification Clause 510- By Manual Means case-II TYPE-C (i) Bitumen S-90.
1123.8
-
87.96
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Supplying, fitting, fixing RCC guard post 150cm long, 75cm above ground and 75cm below ground …………… top having reflective band 2 nos of desires shades etc as per design and direction complete, 15cm dia with 4-12 mm dia. On either sides; Qntty= 2x2x30
120
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1072
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle .. .. .. .. .. .. . 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
(i) PMGSY LoGo Sign
1
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24247.43
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle .. .. .. .. .. .. . 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
(i) Citizen Informatory Sign
2
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24247.43
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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702.
16.65
-
88.71
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Provision and fixing of traffic sign for limited period at a suitable location in construction zone comprising of warning zone,approach transition zone,working zoneand terminal transition zone with a minimunm distance of 2-3 m from the edgeof the carraige way.The bottom edge of the lowest sign plate to be not less than 2 M above the road level, fixed on 600mx600mx6mm angle iron post,founded and installed as per approved design and drawings,removed and disposed ofafter completion of construction work, all as per IRC:SP 55-2001
(ii) 60 cm Equileteral Triangle
2
-
4207.44
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Provision and fixing of traffic sign for limited period at a suitable location in construction zone comprising of warning zone,approach transition zone,working zoneand terminal transition zone with a minimunm distance of 2-3 m from the edgeof the carraige way.The bottom edge of the lowest sign plate to be not less than 2 M above the road level, fixed on 600mx600mx6mm angle iron post,founded and installed as per approved design and drawings,removed and disposed ofafter completion of construction work, all as per IRC:SP 55-2001
(iii) 60 cm circular
2
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5552.37
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Provision and fixing of traffic sign for limited period at a suitable location in construction zone comprising of warning zone,approach transition zone,working zoneand terminal transition zone with a minimunm distance of 2-3 m from the edgeof the carraige way.The bottom edge of the lowest sign plate to be not less than 2 M above the road level, fixed on 600mx600mx6mm angle iron post,founded and installed as per approved design and drawings,removed and disposed ofafter completion of construction work, all as per IRC:SP 55-2001
(v) 60cmx45cm rectangular
2
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7638.46
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
960.02
-
3697.22
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Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical Specification.
158.9
-
3234.38
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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe embankment as per drawing and Technical Specifications.
Stone /Boulder
321.14
-
2760.79
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