Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 3,25,920Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Renewal works under PMGSY with 5 years maintence against Financial incentives
Description
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Contact
Tender Id
2018_CERJ_64741_16Bid Award Id
ViewTender No
Short Term NIT 08-PMGSY ACE PWD UdaipurTender 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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Amet Raipur to Dudaliya
0.75
11401
15201
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Nardas ka Gura to Tapalon ka Khera
2.5
38003
15201
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SH-56 to Bhundawas
0.75
11401
15201
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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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NH 8 Km 120/0 road to Bichudra
350
156800
448
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Nardas ka Gura to Tapalon ka Khera
225
100800
448
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SH-56 to Bhundawas
169
75712
448
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Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 2 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 and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRD Specification Clause 405.Using Crusher Broken Aggregate By Manual Means
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-
-
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NH 8 Km 120/0 road to Bichudra
37.13
42328
1140
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRD specification Clause 1904.2
-
-
-
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NH 8 Km 120/0 road to Bichudra
412
80752
196
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Deogarh to Beed Deogarh Road
300
58800
196
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Amet Raipur to Dudaliya
1143.75
224175
196
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Nardas ka Gura to Tapalon ka Khera
2062.5
404250
196
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SH-56 to Bhundawas
708.75
138915
196
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Primer Coat Low Porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502
-
-
-
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Deogarh to Beed Deogarh Road
375
15750
42
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Amet Raipur to Dudaliya
750
31500
42
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Nardas ka Gura to Tapalon ka Khera
1500
63000
42
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SH-56 to Bhundawas
1350
56700
42
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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 dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.
-
-
-
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NH 8 Km 120/0 road to Bichudra
8415
126225
15
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Deogarh to Beed Deogarh Road
3187.5
47813
15
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Amet Raipur to Dudaliya
12187.5
182813
15
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Nardas ka Gura to Tapalon ka Khera
22125
331875
15
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SH-56 to Bhundawas
8437.5
126563
15
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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)
-
-
-
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NH 8 Km 120/0 road to Bichudra
8415
1077120
128
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Deogarh to Beed Deogarh Road
3187.5
408000
128
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Amet Raipur to Dudaliya
12187.5
1560000
128
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Nardas ka Gura to Tapalon ka Khera
22125
2832000
128
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SH-56 to Bhundawas
8437.5
1080000
128
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Seal Coat, 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 Technical Specification Clause 510. By mechanical means case-III: Type C Binder 6.5 Kg / 10 Sqm, Aggregate 0.09 Cum / 10 Sqm) Bitumen (VG-30)
-
-
-
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NH 8 Km 120/0 road to Bichudra
8415
403920
48
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Deogarh to Beed Deogarh Road
3187.5
153000
48
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Amet Raipur to Dudaliya
12187.5
585000
48
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Nardas ka Gura to Tapalon ka Khera
22125
1062000
48
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SH-56 to Bhundawas
8437.5
405000
48
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Semi Reflective Traffic Sign, 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 grey colour on back with red reflective border of 65 mm width and required letters and figure 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 ground by mean of properly designed foundation with M-15 grade cement concrete 450 mm x 450mm x 600 mm, 600 mm below grund level as per approved drawing Clause 1701.2.2 (i) 600 mm equilateral triangle
-
-
-
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NH 8 Km 120/0 road to Bichudra
10
16680
1668
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Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly 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 1701 upto 0.9 sqm size board
-
-
-
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NH 8 Km 120/0 road to Bichudra
2.16
18636
8628
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Providing and Fixing 'Logo' of PMGSY Project, Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x5mm 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 & flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement concerete M-15 grade blocks of 450mm x 450mm x600mm, 600 mm below ground level The top most diamond plate will be welded to middle plate by 47 mm 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 painetd with primer and two coats of epoxy superior quality in required shade and colour all sections of framed posts and steel tube will be painetd 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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NH 8 Km 120/0 road to Bichudra
1
10822
10822
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Deogarh to Beed Deogarh Road
1
10822
10822
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Amet Raipur to Dudaliya
1
10822
10822
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Nardas ka Gura to Tapalon ka Khera
1
10822
10822
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SH-56 to Bhundawas
1
10822
10822
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
-
-
-
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Ordinary Kilometer Stone (Precast)
-
-
-
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NH 8 Km 120/0 road to Bichudra
3
4767
1589
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Deogarh to Beed Deogarh Road
1
1589
1589
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Amet Raipur to Dudaliya
5
7945
1589
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Nardas ka Gura to Tapalon ka Khera
7
11123
1589
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SH-56 to Bhundawas
4
6356
1589
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200 m stone (precast)
-
-
-
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NH 8 Km 120/0 road to Bichudra
9
3276
364
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Deogarh to Beed Deogarh Road
4
1456
364
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Amet Raipur to Dudaliya
13
4732
364
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Nardas ka Gura to Tapalon ka Khera
24
8736
364
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SH-56 to Bhundawas
9
3276
364
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801 600 mm equilateral triangle
-
-
-
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Deogarh to Beed Deogarh Road
8
24560
3070
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Amet Raipur to Dudaliya
18
55260
3070
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Nardas ka Gura to Tapalon ka Khera
36
110520
3070
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SH-56 to Bhundawas
16
49120
3070
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRD Specification Clause 301.4.
-
-
-
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Deogarh to Beed Deogarh Road
375
2625
7
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Amet Raipur to Dudaliya
750
5250
7
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SH-56 to Bhundawas
1125
7875
7
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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead
-
-
-
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Deogarh to Beed Deogarh Road
56.25
62719
1115
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Amet Raipur to Dudaliya
112.5
125438
1115
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Nardas ka Gura to Tapalon ka Khera
225
250875
1115
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SH-56 to Bhundawas
202.5
225788
1115
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Cement Concrete Pavement 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,
-
-
-
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Nardas ka Gura to Tapalon ka Khera
70.31
389236
5536
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Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per MoRD Specification Clause 303.1.
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-
-
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Deogarh to Beed Deogarh Road
250
31750
127
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Amet Raipur to Dudaliya
750
95250
127
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Nardas ka Gura to Tapalon ka Khera
1575
200025
127
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SH-56 to Bhundawas
843.75
107156
127
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Construction of Open Surface Drain with 112mm thick brick masonry in CM 1:4,110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 250mm drain,300mmm av. Depth
-
-
-
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Amet Raipur to Dudaliya
125
69625
557
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Nardas ka Gura to Tapalon ka Khera
138
76866
557
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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 up to 3.0 m Depth
-
-
-
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NH 8 Km 120/0 road to Bichudra
20.2
3596
178
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Amet Raipur to Dudaliya
47.25
8411
178
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Nardas ka Gura to Tapalon ka Khera
31.5
5607
178
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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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NH 8 Km 120/0 road to Bichudra
8.16
28797
3529
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Amet Raipur to Dudaliya
6.75
23821
3529
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Nardas ka Gura to Tapalon ka Khera
4.5
15881
3529
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4
-
-
-
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NH 8 Km 120/0 road to Bichudra
124.08
386509
3115
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Amet Raipur to Dudaliya
69.12
215309
3115
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Nardas ka Gura to Tapalon ka Khera
46.08
143539
3115
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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 1204.3.11 50 mm thick
-
-
-
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Amet Raipur to Dudaliya
18
4266
237
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Nardas ka Gura to Tapalon ka Khera
12
2844
237
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Plastering with cement mortar (1:4) , 20 mm thick on stone work in substructure as per technical specification Clauses 613.4 & 1205
-
-
-
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NH 8 Km 120/0 road to Bichudra
75
12300
164
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Amet Raipur to Dudaliya
54
8856
164
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Nardas ka Gura to Tapalon ka Khera
36
5904
164
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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 and MoRD specification Clauses 614, 709, 1204.3.7
-
-
-
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Amet Raipur to Dudaliya
19.2
1766
92
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Nardas ka Gura to Tapalon ka Khera
12.8
1178
92
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Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1204.3.8
-
-
-
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Amet Raipur to Dudaliya
54
30564
566
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Nardas ka Gura to Tapalon ka Khera
36
20376
566
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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 1106.600 mm dia
-
-
-
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NH 8 Km 120/0 road to Bichudra
15
22785
1519
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
-
-
-
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NH 8 Km 120/0 road to Bichudra
14.61
58893
4031
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White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRD specifications Clause 1915
-
-
-
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NH 8 Km 120/0 road to Bichudra
150
1800
12
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Total Construction Part
1
14950495
-
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Routine Mainteenance work After Completion of works for Five Year Fixed Amount
-
-
-
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1st year (1.12% of Total Project cost)
14.6
167446
11468.87
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2nd year (1.43% of Total Project cost)
14.6
213792
14643.29
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3rd year (1.83% of Total Project cost)
14.6
273594
18739.31
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4th year (2.15% of Total Project cost)
14.6
321435
22016.13
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5th year (2.47% of Total Project cost)
14.6
369277
25292.95
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Total Estimated cost for Maintenance work 9% Of Construction Cost
14.6
1345544
92160.55
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