Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 4,24,080Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Renewal Work of Various Roads Against Financial Incentive
Description
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Contact
Tender Id
2018_CERJ_64712_1Bid Award Id
ViewTender No
05Tender 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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A/R to Alhahpura
2055
22605
11
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A/R to Nakpura
6600
72600
11
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Ajaypura
6900
75900
11
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Bhoorapura
2700
29700
11
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Bintipura to kailashpura
3600
39600
11
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A/R to Bilheta
8400
92400
11
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Basai Ghiyaram to Dagra
10050
110550
11
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Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III Material
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-
-
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A/R to kolari to Basainawab
1875
840000
448
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A/R to Alhahpura
256.88
115082
448
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A/R to Nakpura
825
369600
448
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Ajaypura
862.5
386400
448
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Bhoorapura
337.5
151200
448
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Bintipura to kailashpura
450
201600
448
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A/R to Bilheta
1035
463680
448
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Basai Ghiyaram to Dagra
1175.63
526682
448
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Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. using Crusher borken aggregate By Manual Means
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-
-
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A/R to kolari to Basainawab
140.63
176068
1252
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A/R to Alhahpura
19.27
24126
1252
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A/R to Nakpura
61.88
77473
1252
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Ajaypura
64.69
80991
1252
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Bhoorapura
25.31
31688
1252
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Bintipura to kailashpura
33.75
42255
1252
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A/R to Bilheta
67.5
84510
1252
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Basai Ghiyaram to Dagra
108.28
135566
1252
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.
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-
-
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A/R to kolari to Basainawab
18750
225000
12
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A/R to Alhahpura
2568.75
30825
12
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A/R to Nakpura
8250
99000
12
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Ajaypura
8625
103500
12
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Bhoorapura
3375
40500
12
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Bintipura to kailashpura
4500
54000
12
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A/R to Bilheta
10500
126000
12
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Basai Ghiyaram to Dagra
12562.5
150750
12
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penitration grade bitumen or emulsion to required line, grade and level to serve as waering course on a previously prepared base, including cutting of plastic waste and mixing of aggregate and plastic waste cutting in a 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 either Type A or Type B or Type C as per MoRD specification Clause 508. Bitumen VG-30 (By mechnical means) Waste Plastic-8% of bitumen
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-
-
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A/R to kolari to Basainawab
20625
2722500
132
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A/R to Alhahpura
2825.63
372983
132
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A/R to Nakpura
9075
1197900
132
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Ajaypura
9487.5
1252350
132
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Bhoorapura
3712.5
490050
132
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Bintipura to kailashpura
4950
653400
132
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A/R to Bilheta
11550
1524600
132
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Basai Ghiyaram to Dagra
13818.75
1824075
132
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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 A, Type B and Type C as per MoRD Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-10)
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-
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A/R to kolari to Basainawab
18750
881250
47
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A/R to Alhahpura
2568.75
120731
47
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A/R to Nakpura
8250
387750
47
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Ajaypura
8625
405375
47
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Bhoorapura
3375
158625
47
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Bintipura to kailashpura
4500
211500
47
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A/R to Bilheta
10500
493500
47
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Basai Ghiyaram to Dagra
12562.5
590437
47
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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 MoRD Specification Clause 1703
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-
-
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Ordinary Kilometer Stone (Precast)
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-
-
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A/R to kolari to Basainawab
3
4767
1589
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A/R to Alhahpura
3
4767
1589
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A/R to Nakpura
3
4767
1589
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Ajaypura
3
4767
1589
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Bhoorapura
3
4767
1589
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Bintipura to kailashpura
3
4767
1589
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A/R to Bilheta
3
4767
1589
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Basai Ghiyaram to Dagra
3
4767
1589
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200 m stone (precast)
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-
-
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A/R to kolari to Basainawab
12
4368
364
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A/R to Alhahpura
12
4368
364
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A/R to Nakpura
12
4368
364
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Ajaypura
12
4368
364
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Bhoorapura
12
4368
364
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Bintipura to kailashpura
12
4368
364
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A/R to Bilheta
12
4368
364
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Basai Ghiyaram to Dagra
12
4368
364
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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 drawing Clause 1701 and Annexure 1700.1
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-
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A/R to kolari to Basainawab
1
10822
10822
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A/R to Alhahpura
1
10822
10822
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A/R to Nakpura
1
10822
10822
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Ajaypura
1
10822
10822
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Bhoorapura
1
10822
10822
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Bintipura to kailashpura
1
10822
10822
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A/R to Bilheta
1
10822
10822
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Basai Ghiyaram to Dagra
1
10822
10822
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Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x6mm including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700
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-
-
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A/R to kolari to Basainawab
1
2977
2977
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A/R to Alhahpura
1
2977
2977
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A/R to Nakpura
1
2977
2977
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Ajaypura
1
2977
2977
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Bhoorapura
1
2977
2977
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Bintipura to kailashpura
1
2977
2977
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A/R to Bilheta
1
2977
2977
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Basai Ghiyaram to Dagra
1
2977
2977
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification.
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-
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A/R to kolari to Basainawab
1
8712
8712
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A/R to Alhahpura
1
8712
8712
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A/R to Nakpura
1
8712
8712
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Ajaypura
1
8712
8712
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Bhoorapura
1
8712
8712
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Bintipura to kailashpura
1
8712
8712
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A/R to Bilheta
1
8712
8712
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Basai Ghiyaram to Dagra
1
8712
8712
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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 channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork 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 bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
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-
-
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A/R to Bilheta
56.25
311400
5536
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Basai Ghiyaram to Dagra
28.13
155727
5536
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Part B
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-
-
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Routine Maintenance for 5 years after completion of works
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-
-
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For 1st Year
1.12
240244
214504.39
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For 2nd Year
1.43
391642
273876.15
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For 3rd Year
1.83
641387
350484.86
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For 4th Year
2.15
885309
411771.83
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For 5th Year
2.47
1168455
473058.8
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