Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date15 Jun 2018
Closing Date28 Jun 2018
Tender Amount₹ 1,07,70,000
Costs
EMD
₹ 2,15,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Renewal work of roads.
Description
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Contact
Tender Id
2018_CERJ_64719_9Bid Award Id
ViewTender No
NIT No. 05/PMGSY/2018-19 PWD Zone BharatpurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
A/R to Shekpur to Shyaroli
0.68
8424
12389
A/R to Nandpura
1.2
14866
12389
A/R to Kamalpura
0.54
6690
12389
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
-
-
-
A/R to Barh Kalan to Arniya
1319.63
591192
448
A/R to Shekpur to Shyaroli
650.25
291312
448
A/R to Nandpura
1147.5
514080
448
A/R to Kamalpura
516.38
231336
448
Water Bound Macadam Sub-base/base with Stone Screening 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 & binding materials 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 Broken Aggregate. By Manual Means
-
-
-
A/R to Barh Kalan to Arniya
159.13
199232
1252
A/R to Shekpur to Shyaroli
76.98
96376
1252
A/R to Nandpura
147.66
184865
1252
A/R to Kamalpura
63.79
79861
1252
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.
-
-
-
A/R to Barh Kalan to Arniya
13584.38
203765
15
A/R to Shekpur to Shyaroli
6821.25
102318
15
A/R to Nandpura
11812.5
177187
15
A/R to Kamalpura
5416.88
81253
15
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable 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. Case - II By Mechanical Means, Bitumen (VG-30)
-
-
-
A/R to Barh Kalan to Arniya
13584.38
1738800
128
A/R to Shekpur to Shyaroli
6821.25
873120
128
A/R to Nandpura
11812.5
1512000
128
A/R to Kamalpura
5416.88
693360
128
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 Case - II : Type B, Bitumen (VG-30)
-
-
-
A/R to Barh Kalan to Arniya
13196.25
633420
48
A/R to Shekpur to Shyaroli
6502.5
312120
48
A/R to Nandpura
11475
550800
48
A/R to Kamalpura
5163.75
247860
48
Part B - (Road Furniture Work)
-
-
-
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
-
-
-
(B) Ordinary Kilometer stone (Precast) Km 12,22,23,24
-
-
-
A/R to Barh Kalan to Arniya
4
6356
1589
A/R to Shekpur to Shyaroli
2
3178
1589
A/R to Nandpura
4
6356
1589
A/R to Kamalpura
2
3178
1589
(C) Hectometer stone (precast)
-
-
-
A/R to Barh Kalan to Arniya
16
5824
364
A/R to Shekpur to Shyaroli
8
2912
364
A/R to Nandpura
12
4368
364
A/R to Kamalpura
4
1456
364
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
-
-
-
A/R to Barh Kalan to Arniya
2
5954
2977
A/R to Shekpur to Shyaroli
1
2977
2977
A/R to Nandpura
2
5954
2977
A/R to Kamalpura
1
2977
2977
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MoRTH 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.
-
-
-
A/R to Barh Kalan to Arniya
1
8712
8712
A/R to Shekpur to Shyaroli
1
8712
8712
A/R to Nandpura
1
8712
8712
A/R to Kamalpura
1
8712
8712
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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-
-
A/R to Barh Kalan to Arniya
1
10822
10822
A/R to Shekpur to Shyaroli
1
10822
10822
A/R to Nandpura
1
10822
10822
A/R to Kamalpura
1
10822
10822
Part -C Syphone Work
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-
-
Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth
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-
-
A/R to Barh Kalan to Arniya
3.95
6319
178
A/R to Shekpur to Shyaroli
3.95
2106
178
A/R to Nandpura
3.95
4915
178
A/R to Kamalpura
3.95
1404
178
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10, Nominal mix 1:3:6
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-
-
A/R to Barh Kalan to Arniya
1.69
53558
3529
A/R to Shekpur to Shyaroli
1.69
17852
3529
A/R to Nandpura
1.69
41656
3529
A/R to Kamalpura
1.69
11901
3529
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.In 1:4 cement mortar
-
-
-
A/R to Barh Kalan to Arniya
1.2
37670
3488
A/R to Shekpur to Shyaroli
1.2
12556
3488
A/R to Nandpura
1.2
29299
3488
A/R to Kamalpura
1.2
8371
3488
Plastering with cement mortar (1:4), 20 mm thick on Stone work.
-
-
-
A/R to Barh Kalan to Arniya
1.88
2774
164
A/R to Shekpur to Shyaroli
1.88
924
164
A/R to Nandpura
1.88
2158
164
A/R to Kamalpura
1.88
616
164
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 300 mm dia
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-
-
A/R to Barh Kalan to Arniya
10
63360
704
A/R to Shekpur to Shyaroli
10
21120
704
A/R to Nandpura
10
49280
704
A/R to Kamalpura
10
14080
704
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.1175 mm thick
-
-
-
A/R to Barh Kalan to Arniya
1
3204
356
A/R to Shekpur to Shyaroli
1
1068
356
A/R to Nandpura
1
2492
356
A/R to Kamalpura
1
712
356
Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
1st year
9.5
110667
11649.18
2nd year
9.5
141298
14873.51
3rd year
9.5
180822
19033.93
4th year
9.5
212441
22362.26
5th year
9.5
244060
25690.6
Evaluation Notes How It Works ?
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