Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 1,32,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender For Improvement To Ambaguda Chhaka To Majurumunda Road .
Description
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Contact
Tender Id
2018_CERWI_50328_1Bid Award Id
ViewTender No
SERWSCSBD Online - 14/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of Granular Sub base by providing ,Moorum & sand admixture spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401.
1439.96
679603
471.96
Construction of Granular Sub base shoulder by providing ,Moorum spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401.
165.24
64470
390.16
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 & camber, applying & brooming, crushable screening/Stone Screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge.
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-
-
WBM-G-II
745.88
1291237
1731.16
WBM-G-III
745.88
1381078
1851.61
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound(where specified)and water finishing to lines and grade as per drawing and technical specification for road and bridge works (4 th Revision)
275.4
1306040
4742.34
Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
9945
275277
27.68
Spreading of Tack Coat over the bituminous course as per Specification for Road and Bridge works and as per the direction of engineer in charge.
9945
144799
14.56
Providing 20mm thick Open Graded Premix Carpet consists of laying and compacting open graded carpet consisting of premixed aggregate 13.2mm size @ 0.18 cum / 10 sqm and 11.20mm size @ 0.09 cum / 10 sqm with Bitumen binder @ 14.6 kg / 10 sqm .. Etc complete and as per the direction of engineer in charge.
9945
1426908
143.48
Providing Seal Coat Type C after laying of bituminous stone chips of size 2.36mm @ 0.06 cum / 10 sqm immediately after spraying of bitumen @ 6.8 kg / 10 sqm with the help of sprayer and rolled with smooth wheeled power roller as per technical specification.etc complete and as per the direction of engineer in charge.
9945
583771
58.7
Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the engineer in charge.
2756.61
45318
16.44
Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material.
1268.14
170488
134.44
Providing and filling manually with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. For finished item of work as per Specification and .direction of Engineer in charge.
239.63
111981
467.31
Providing concrete for plain concrete of M-15 in complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
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-
IN FOUNDATION
153.89
545232
3543
IN SUB-STRUCTURE
604.44
2206363
3650.26
Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.
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-
-
HPC 1000 mm Dia S/R
97.5
554845
5690.72
R.C.C. M-20 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
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-
-
Foundation Base
54
237004
4388.97
Drain Wall
72
386128
5362.89
Drain Cover
7.2
32757
4549.66
R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
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-
-
Super Structure
12.71
73439
5778.12
Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)
1.92
122515
63810.3
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
26.64
44491
1670.09
Wall Painting two coats over a coat of primer with synthetic enamel paint in all shades on new plastered/ cement concrete surface including all cost and conveyance of all materials etc. complete as per the direction of the Engineer-in-Charge.
146.4
11201
76.51
Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge
39.38
44021
1117.87
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
374
9293
24.85
Providing and fixing 12 mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications including cost convyance taxes of all materials, cost of all labours, T & P required for the work etc.complete and as per direction of the Engineer -in- charge.
10.8
6489
600.84
Provision for Road sinage masonary structure for citizen information board,painting of 200 m & k.m stone etc complete and as per the direction of engineer in charge.
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-
-
i) Ordinary Kilometer stone
3
4331
1443.95
iii) 200 mm stone
12
5311
442.61
Reinforced cement concrete M-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishing as per clause 1704 of MORD.
112
31476
281.04
Providing and fixing of typical Citizen informatory sign board with Logo as per MORD specifications and approved drawing. 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 and as per direction of Engineer-in charge
2
20954
10477.12
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm 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 to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 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 300,800 & 1700 and annexure 1700.1 of MORD and as per direction of Engineer-in charge
2
15295
7647.86
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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900mm equlateral triangle
13
19427
1494.41
600mm Circular
8
11762
1470.36
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