Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_84809_18Bid Award Id
ViewTender No
CCERWCSBD-Online 39/2022-23Tender 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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Excavation in soil using Hydraulic Excavator of 0.9 cum bucket capacity including cutting and loading in tippers,transporting to embankment site with a lift upto 1000m,trimming bottom and side slopes in accordance with requirements of lines,grades and cross-section as per Techinal Specification clause 302.3.5.
5056.93
-
35.22
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking theunserviceable material with all lifts and lead of 1000m as per clause202.1of MORD specification for Rural roads & as per direction of the Engineer-in-charge. (Cement Concrete)
225
-
618.85
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Construction of embnkment with approved material obtained from borrow pits with all lifts and leads. Transporting to site by mechanical means spreading, grading to required slope and compacting to meet requirement Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.
22785.6
-
126.34
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Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
4519.26
-
28.76
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Construction of granular sub-base by providing close graded granular sub base grading III material as per table -100-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth vibratory roller to achieve the desired density,complite as per technical specification clause 401 of MOSRT&H for rural roads and as per direction of Engineer-in-charge.
3522.54
-
1524.09
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Providing and filling of morrum of approved quality including spreading in uniform layers with Tractor grader on prepared surface,with watering to complete satuartion at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401.
2510.7
-
694.85
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with smooth wheel roller of 80 to 100km weight to achieve the desired densityincluding lighting,barricadding and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
9408.02
-
1879.62
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Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.60kg/ 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.
47040.09
-
37.88
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Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 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.
47040.09
-
13.33
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Providing and laying bituminous macadam with hot mix plant using crushed aggregate of grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level & alignment & rolling with smooth wheeled, vibratory & tandem rollers to achieve desire compaction as per Table 504 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.
2352.01
-
7908.41
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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede,vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) (Grading-II)
1176
-
10129.87
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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.
13633.82
-
17.74
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Providing and laying of hot applied thermoplastic compound 25mm thick including reflectorising glass beads @250gms per sqm area,thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level,uniform and free from streaks and holes.
1958.35
-
403.33
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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)
421.98
-
5783.05
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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.
1655.56
-
199.58
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Providing and filling manually with selected good clean river sand of approved quality 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.
304.86
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447.36
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Providing concrete for plain concrete of M-15 in open foundations 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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(A) IN SUB STRUCTURE
1171.55
-
4602.18
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(B) IN FOUNDATION
246.85
-
4494.91
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Providing concrete for plain concrete of 1:3:6 in open foundations 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.
136.02
-
4812.72
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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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1000 MM DIA
210
-
5722.73
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
202
-
105.86
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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. IN Drain Bed
13.05
-
5225.52
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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. IN Drain Slab
43.5
-
6252.18
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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. IN RAFT
13
-
5665.05
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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. IN SUBSTRUCTURE
24.23
-
7196.28
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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. IN SUPERSTRUCTURE
13
-
7877.45
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Construction of R.C.C railling of M 25 grade in cast-in-situ with 20 mm nominal size aggreagate, true to line and grade, tolerance of vertical ralling post not to exceed 1 in 500, centre to - centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 and as per the direction of the Engineer-in-charge
10.4
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2129.53
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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)
65.46
-
8735.44
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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
60.22
-
1670.07
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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
39.43
-
2085.26
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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 5m 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 Clause 1701 and Annexure 1700.1 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.
3
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9188.71
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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 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.
-
-
-
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(A) 600 MM Equilateral
10
-
1713.34
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(B) 600 MM CIRCULAR
20
-
1789.03
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Reinforced cement concrete M15 grade Kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD as per direction of Engineer-in-charge.
-
-
-
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(A) 5th K.M. Stone
1
-
3214.95
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(B) Ordinary K.M. Stone
8
-
1906.55
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(C) 200 mtr stone
35
-
573.05
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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.
375
-
631.06
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Restoration of Rain Cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original allignment, level and slopes as per drawings and Technical specification Clause 1902 and as per direction of Engineer in charge
-
-
-
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1st Year
792
-
303.83
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2nd Year
950.4
-
303.83
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3rd Year
1108.8
-
303.83
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4th Year
1267.2
-
303.83
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5th Year
1425.6
-
303.83
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
-
-
-
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1st Year
2640
-
37.21
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2nd Year
3168
-
37.21
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3rd Year
3696
-
37.21
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4th Year
4224
-
37.21
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5th Year
4752
-
37.21
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Stripping of excess soil from shoulder surface to achive the approaved level and comacting with plate compactor at OMC as per drawing and Technical specifications Clause 1903.and as per direction of Engineer in charge
-
-
-
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1st Year
2640
-
14.75
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2nd Year
3168
-
14.75
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3rd Year
3696
-
14.75
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4th Year
4224
-
14.75
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5th Year
4752
-
14.75
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Repair to potholes by removal of loosed materials, trimming the sides cleaning of surface providing tack coat 20mm thick premix carpet and sealcoat type C as per drawing and Technical specifications Clauses 1904 & 500and as per direction of Engineer in charge
-
-
-
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1st Year
440
-
302.51
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2nd Year
528
-
302.51
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3rd Year
616
-
302.51
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4th Year
704
-
302.51
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5th Year
792
-
302.51
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Cutting of branches of trees shrubs from the roadway or within R.O.W. including disposal of wood and leaves to suitable location as per Technical Specification Clause 1915 and as per direction of Engineer in charge
-
-
-
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1st Year
88
-
131.68
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2nd Year
88
-
131.68
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3rd Year
88
-
131.68
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4th Year
88
-
131.68
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5th Year
88
-
131.68
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Cutting of shrubs from the roadway or within R.O.W and disposal of shrubs to suitable location as per technical specification clause 1915.and as per direction of Engineer in charge
-
-
-
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1st Year
352
-
8.08
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2nd Year
352
-
8.08
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3rd Year
352
-
8.08
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4th Year
352
-
8.08
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5th Year
352
-
8.08
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Trimming of grass and weeds from the shoulders/berms and disposing of the same to suitable locations as per technical specification clause 1915 and as per direction of Engineer in charge
-
-
-
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1st Year
3643.2
-
2.7
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2nd Year
3643.2
-
2.7
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3rd Year
4250.4
-
2.7
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4th Year
4857.6
-
2.7
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5th Year
5464.8
-
2.7
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