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
2021_CERWI_73616_13Bid Award Id
ViewTender No
CCERWCSBD Online-17/2021-22Tender 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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Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5
24357.74
-
28.65
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Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 2000 m (1000-2000) m as per Technical Specification clause 301.5 With a lead By Mechanical means
35175.07
-
128.91
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Fine dessing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of Engineer-in-Charge.
59400
-
17.28
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Construction of Gravel/Soil Aggregate sub-base by providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kn Static Roller capacity to achieve tje desired density complete as per specification contained in para 2.2,3.6 and 3.7 of IRC SP 77-2008.
10745.69
-
479.9
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Providing laying and compacting graded stone agregate to Water Bound Macadum-II specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge.
5185.56
-
2076
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Providing laying and compacting graded stone agregate to Water Bound Macadum-III specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge.
4618.69
-
2196.46
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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.
61582.5
-
37.23
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Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge.
61582.5
-
18.52
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Providing, laying and rolling open graded premix carpet of 20mm thick using 0.27 cum composed of 13.2 mm to 5.6 mm size crusher stone chips using pentration grade of bitumen of grade VG-30 (60/70) of 14.60 kg per 10 sqm including hand packing to proper camber and consolidation with 80-100 KN roller inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge.
61582.5
-
181.57
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Providing and laying 6mm thick precoated Seal Coat Type B using 0.06 cum of 6.70 mm size chips as per sieve analysis for sealing the voids in the bituminous surface laid to the specified levels, grade and cross fall using penetration grade of bitumen of 6.80 kg per 10 sqm and rolled with smooth wheeled power roller, bitumen mixure, tar boiler and all other T&P articles including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc complete and as per the direction of engineer in charge.
61582.5
-
74.48
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Construction of un-reinforced, dowel jointed plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
1308.15
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5391.96
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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
3385.77
-
188.79
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Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 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.
478.19
-
409.22
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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.
127.92
-
4415.54
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Supplying , Laying & Fixing different dia NP3 RCC hume pipe in position for culvert including pointing ends , fixing collars with cement mortar (1:2) including cost conveyance and taxes of hume pipe etc complete.
-
-
-
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600 mm single row HPC
45
-
2337.61
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1000 mm single row HPC
150
-
5280.86
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing 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 direction of Engineer in charge.
84.6
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2188.24
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Providing weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipeextending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawi
626
-
104.58
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Rough stone dry Masonary with sand grouted in walls with hard granite stones of approved quality from approved quarry including cost, conveyance royality & taxes of all materials, cost of all labour including filling the interstics with small stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. complete as per specification & direction of the Engineer-in-Charge. Hand broken granite stones should be stacked at work site in regular stacks for use in the work with all leads & lifts as per the direction of the Engineer-in-Charge for premeasurement ( voids to be ascertained as per actual observations).
488.68
-
1420.32
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Providing and laying of Filter Media with Stone Crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2. of MORTH Specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size.
380.8
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1807.3
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RCC M-25 concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202,1203.
148.24
-
5270.36
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RCC M-25 concrete in sub-structure complete as per drawing and technical specification clauses 802,803,1202,1203.
220.89
-
6784.32
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RCC M-25 concrete in superstructure complete as per drawing and technical specification clauses 802,803,1202,1203.
190.18
-
7458.1
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Supply of HYSD bars confirming to grade Super structure 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)
527.77
-
9261.89
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R.C.C. M-30 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. (A) Wearing Coat
31.99
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5287.38
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P.C.C.M-15 Grade in foundation bed using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
984.95
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4148.49
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P.C.C.M-15 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
1817.12
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4255.76
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Providing PCC M-20 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
301
-
592.06
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Providing and fixing typical MMSY informatory sign board with Logo as per MORD specification 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 edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded 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 enamelled on both sides.Lettering and printing arrows, boarder 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
2
-
9010.29
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Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701.
-
-
-
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For 600 mm Equolateral Triangle (Logo Starting & intermediate logo)
50
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1670.83
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For 600 mm Circular
50
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1746.52
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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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5th Kilometer stone (Precast)
4
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3086.29
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Ordinary Kilometer stone (Precast)
19
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1823.08
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200m stone (Precast)
72
-
564.46
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Providing and fixing of typical PMGSY Citizen information sign board & Maintenance information sign board as per MORD specifications and 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
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10998
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MAINTENANCE
-
-
-
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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 alignment, level and slopes as per drawings and Technical specification clause 1902 of MoRD and as per direction of Engineer-in-charge.
-
-
-
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1 st year
1247.4
-
290.78
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2 nd year
1496.88
-
290.78
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3 rd year
1746.36
-
290.78
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4 thyear
1995.84
-
290.78
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5th year
2245.32
-
290.78
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Maintenance of Gravel shoulder including irregularities on shoulder to the design level including filling up of depression, pot-holes of erosion gullies by adding fresh material and compacting with appropriate equipments as per drawings and technical specification clause 1905. of MoRD and as per direction of Engineer-in-charge.
-
-
-
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1 st year
5400
-
36.12
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2 nd year
6480
-
36.12
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3 rd year
7560
-
36.12
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4 th year
8640
-
36.12
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5th year
9720
-
36.12
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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 Clausees 1903.
-
-
-
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1 st year
54
-
14.2
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2 nd year
64.8
-
14.2
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3 rd year
75.6
-
14.2
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4 th year
86.4
-
14.2
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5th year
97.2
-
14.2
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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 seal coat type C as per drawing and Technical specifications Clauses 1904.2, 503 and 508.1 of MoRD and as per direction of Engineer-in-charge.
-
-
-
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1 st year
108
-
284.92
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2 nd year
129.6
-
284.92
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3 rd year
151.2
-
284.92
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4 th year
172.8
-
284.92
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5th year
194.4
-
284.92
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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 1914 of MoRD and as per direction of Engineer-in-charge.
-
-
-
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1 st year
180
-
125.16
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2 nd year
180
-
125.16
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3 rd year
180
-
125.16
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4 th year
180
-
125.16
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5th year
180
-
125.16
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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 1914.of MORD and as per direction of engineer-in-charge.
-
-
-
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1 st year
720
-
7.65
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2 nd year
720
-
7.65
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3 rd year
720
-
7.65
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4 th year
720
-
7.65
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5th year
720
-
7.65
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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 1914 of MoRD and as per direction of Engineer-in-charge.
-
-
-
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1 st year
6210
-
2.55
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2 nd year
7452
-
2.55
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3 rd year
8694
-
2.55
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4 th year
9936
-
2.55
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5th year
11178
-
2.55
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