Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date7 Feb 2019
Closing Date21 Feb 2019
Tender Amount₹ 2,56,93,000
Costs
EMD
₹ 5,13,860Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction And Maintenance Of Pmgsy-ii Road..
Description
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Contact
Tender Id
2019_CERWI_74308_35Bid Award Id
ViewTender No
PMGSY Online N.C.B. No-147Tender 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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Dismantling of existing structures, like culverts bridges, retaining walls and other structures compreising of stone masonry, including unserviceable materials and stacking the serivceable matering with all lift and lead of 1000m as per Technical Specification Clauses 202 and as per direction of the Engineer-in-charge.
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-
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R.R. stone masonary in cement mortar
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-
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OR-21-830 (A)
121.5
30914
254.44
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OR-21-830 (C)
121.5
30914
254.44
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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.
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-
-
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OR-21-830 (A)
302.16
8593
28.44
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OR-21-830 (C)
44.79
1273
28.44
... More
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3
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-
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OR-21-830 (A)
230.96
8053
34.87
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OR-21-830 (C)
63.99
2231
34.87
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Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge.
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-
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OR-21-830 (A)
6588.71
1057553
160.51
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OR-21-830 (C)
7109.05
1141073
160.51
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Fine dressing 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 the Engineer-in-Charge.
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-
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OR-21-830 (A)
7716.26
137580
17.83
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OR-21-830 (C)
6378.66
113731
17.83
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Construction of Moorum 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. and as per direction of the Engineer-in-charge.
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-
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OR-21-830 (A)
1519.26
1129190
743.25
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OR-21-830 (C)
1602.29
1405993
877.49
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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 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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i) Grading -II (With Moorum sand Admixture)
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-
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OR-21-830 (A)
644.23
1518314
2356.79
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OR-21-830 (C)
668.13
1666656
2494.51
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ii) Grading -III (With Moorum sand Admixture)
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-
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OR-21-830 (A)
551.55
1316130
2386.24
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OR-21-830 (C)
596.55
1505662
2523.95
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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 @ 0.70kg/ 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.
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-
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OR-21-830 (A)
7353.97
209514
28.49
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OR-21-830 (C)
7953.97
227324
28.58
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
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-
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OR-21-830 (A)
7353.97
73098
9.94
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OR-21-830 (C)
7953.97
79221
9.96
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compacted of 13.2 mm to 5.6 mm aggregates using Bitumen Emulsion(Cold Mix) @ 21.5 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 Type C as per Technical Specification Clause 508.2 of MoRD and as per direction of Engineer-in-Charge
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-
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OR-21-830 (A)
7353.97
1034777
140.71
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OR-21-830 (C)
7953.97
1139485
143.26
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with bitumen Emulsion SS-1 laid by manual means and as per direction of Engineer-in-Charge.
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-
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OR-21-830 (A)
7353.97
399467
54.32
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OR-21-830 (C)
7953.97
439059
55.2
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Construction of Panelled 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 25mm 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 channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. and as per direction of the Engineer-in-charge.
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-
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OR-21-830 (A)
495
2700051
5454.65
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OR-21-830 (C)
166.55
933642
5605.78
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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. and as per direction of the Engineer-in-charge.
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-
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OR-21-830 (A)
355.2
96639
272.07
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OR-21-830 (C)
241.98
65835
272.07
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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.
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-
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OR-21-830 (A)
71.06
73618
1036
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OR-21-830 (C)
19.69
22447
1140.04
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Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the Engineer-in-charge.
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-
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OR-21-830 (A)
11.48
7481
651.73
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OR-21-830 (C)
7.8
6231
798.91
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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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-
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OR-21-830 (A)
118.33
528168
4463.52
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OR-21-830 (C)
65.26
300639
4606.79
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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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600mm Dia. Single Row H.P. Culvert
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-
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OR-21-830 (A)
45
118737
2638.6
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OR-21-830 (C)
15
40132
2675.47
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1000mm Dia. Single Row H.P. Culvert
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-
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OR-21-830 (A)
15
89998
5999.92
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OR-21-830 (C)
15
90920
6061.35
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1000mm Dia. Double Row H.P. Culvert
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-
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OR-21-830 (A)
7.5
90323
12043.16
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OR-21-830 (C)
7.5
91245
12166.04
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Plain cement concrete M-15 in Sub structure complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 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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-
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OR-21-830 (A)
395.44
1864100
4713.99
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OR-21-830 (C)
137.67
669837
4865.53
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Providing and laying reinforced cement concrete of M-25 grade in Super structure complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge
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-
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OR-21-830 (C)
18.65
126125
6762.76
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Providing & laying cement concrete wearing course M 30 grade including reinforcement etc. complete as per drawing & MORD Technical Specification clause 800, 1000 & 1206 and as per direction of the Engineer-in-Charge .
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-
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OR-21-830 (C)
5.22
61427
11767.78
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Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
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-
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OR-21-830 (C)
1.76
10923
6206.62
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
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-
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OR-21-830 (C)
32.4
204681
6317.32
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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
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-
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OR-21-830 (A)
98
16970
173.17
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OR-21-830 (C)
54
9364
173.41
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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
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-
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OR-21-830 (C)
30.41
69094
2272.1
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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.
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-
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OR-21-830 (C)
29.4
51886
1764.85
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Providing and fixing 20mm 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.
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-
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OR-21-830 (C)
12
3071
255.92
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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 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.
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-
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OR-21-830 (A)
2
19685
9842.88
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OR-21-830 (C)
2
19757
9878.99
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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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-
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For 600 mm Equolateral Triangle
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-
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OR-21-830 (A)
12
17772
1481.05
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OR-21-830 (C)
10
14991
1499.1
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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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-
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Ordinary kilometer stone(Precast)
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-
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OR-21-830 (A)
3
5690
1896.7
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OR-21-830 (C)
2
3875
1937.7
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200 mm Stone(Precast)
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-
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OR-21-830 (A)
12
6280
523.41
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OR-21-830 (C)
10
5308
530.87
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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. and as per direction of the Engineer-in-charge.
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-
-
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OR-21-830 (A)
30
24973
832.45
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OR-21-830 (C)
24
20367
848.63
... More
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 (upto 0.90 square meter size) and as per direction of the Engineer-in-charge.
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-
-
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OR-21-830 (A)
8
14428
1803.61
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OR-21-830 (C)
8
14573
1821.66
... More
Providing and fixing of typical PMGSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
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-
-
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OR-21-830 (A)
3
48329
16109.96
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OR-21-830 (C)
3
48561
16187.33
... More
Providing and fixing of typical PMGSY Maintenance information board as per MORD specifications and drawing as per direction of Engineer-in-charge.
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-
-
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OR-21-830 (A)
1
16109
16109.96
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OR-21-830 (C)
1
16187
16187.33
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MAINTENANCE (Road)
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-
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Routine Maintenance after completion of construction works for 1st Year
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-
-
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OR-21-830 (A)
3
158841
13236.83
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OR-21-830 (C)
2.4
159890
16655.31
... More
Routine Maintenance after completion of construction works for 2nd Year
-
-
-
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OR-21-830 (A)
3
205733
17144.42
... More
OR-21-830 (C)
2.4
284224
29606.77
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Routine Maintenance after completion of construction works for 3rd Year
-
-
-
... More
OR-21-830 (A)
3
229203
19100.33
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OR-21-830 (C)
2.4
226360
23579.27
... More
Routine Maintenance after completion of construction works for 4th Year
-
-
-
... More
OR-21-830 (A)
3
260325
21693.75
... More
OR-21-830 (C)
2.4
253178
26372.71
... More
Routine Maintenance after completion of construction works for 5th Year
-
-
-
... More
OR-21-830 (A)
3
283682
23640.17
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OR-21-830 (C)
2.4
274740
28618.75
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