Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 2,85,680Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERJ_78205_3Bid Award Id
ViewTender No
NIT01pmgsyzonebharatpur01Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
SH-22 to Baseri
0.5
-
12389
SH-22 to Agarri
0.69
-
12389
A/R to Rudor
0.26
-
12389
A/R to Bhaua to Nayawas
0.09
-
12389
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 MoRD specifications Clause 1902 Mechanical Means
-
-
-
A/R to Kanchanpur
284.4
-
141
SH-22 to Baseri
180
-
141
SH-22 to Agarri
1451.25
-
141
A/R to Rudor
99.6
-
141
A/R to Bhaua to Nayawas
1344.6
-
141
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5
-
-
-
SH-22 to Agarri
2775
-
126
Preparation of Foundation for Embankment 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.
-
-
-
A/R to Kanchanpur
225
-
7
SH-22 to Baseri
105
-
7
SH-22 to Agarri
900
-
7
A/R to Rudor
65.63
-
7
A/R to Bhaua to Nayawas
450
-
7
Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRD specification Clause 1906.
-
-
-
A/R to Kanchanpur
2476.69
-
101
SH-22 to Baseri
498.75
-
101
SH-22 to Agarri
1181.25
-
101
A/R to Rudor
262.5
-
101
A/R to Bhaua to Nayawas
900
-
101
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodConstruction 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 Kanchanpur
820
-
448
SH-22 to Baseri
266
-
448
SH-22 to Agarri
613
-
448
A/R to Rudor
140
-
448
A/R to Bhaua to Nayawas
480
-
448
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 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 2 as per MoRD Specification Clause 405. Using Crusher Broken Aggregate By Manual Means
-
-
-
A/R to Kanchanpur
56.25
-
1075
SH-22 to Baseri
22.5
-
1075
SH-22 to Agarri
225
-
1075
A/R to Rudor
14.06
-
1075
A/R to Bhaua to Nayawas
56.25
-
1075
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
-
-
-
A/R to Kanchanpur
42.19
-
1252
SH-22 to Baseri
22.5
-
1252
SH-22 to Agarri
225
-
1252
A/R to Rudor
14.06
-
1252
A/R to Bhaua to Nayawas
56.25
-
1252
Prime 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
-
-
-
A/R to Kanchanpur
562.5
-
42
SH-22 to Baseri
300
-
42
SH-22 to Agarri
3000
-
42
A/R to Rudor
187.5
-
42
A/R to Bhaua to Nayawas
750
-
42
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 Kanchanpur
14718.75
-
15
SH-22 to Baseri
4987.5
-
15
SH-22 to Agarri
6937.5
-
15
A/R to Rudor
2625
-
15
A/R to Bhaua to Nayawas
9000
-
15
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
-
-
-
A/R to Kanchanpur
18398.44
-
132
SH-22 to Baseri
5985
-
132
SH-22 to Agarri
8118.75
-
132
A/R to Rudor
3018.75
-
132
A/R to Bhaua to Nayawas
10800
-
132
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 MoRD Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)
-
-
-
A/R to Kanchanpur
14718.75
-
48
SH-22 to Baseri
4987.5
-
48
SH-22 to Agarri
6937.5
-
48
A/R to Rudor
2625
-
48
A/R to Bhaua to Nayawas
9000
-
48
Stone Set Pavement Providing and laying stone set pavement on prepared surface with sub-base 100 mm thick compacted Granular Sub-base as per Clause 401.4 and base 75 mm thick compacted water bound macadam grading 2 as per Clause 405.3. The 150 mm thick hammer desired stones are laid in the herring one or stretched bond pattern. The stones are compacted into the bedding sand of 40 mm over the WBM base bounded by edge stone using suitable compacting device. The gaps are filled with fine sand stone dust as per MoRD Specification Clause 413.4
-
-
-
A/R to Kanchanpur
750
-
651
Providing and Fixing informatory sign board with Logo of PMGSY Project 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
-
-
-
A/R to Kanchanpur
1
-
10882
SH-22 to Baseri
1
-
10882
SH-22 to Agarri
1
-
10882
A/R to Rudor
1
-
10882
A/R to Bhaua to Nayawas
1
-
10882
Kilometre Stone Cut Stone kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
-
-
-
Ordinary Kilometer Stone (Precast)
-
-
-
A/R to Kanchanpur
5
-
1589
SH-22 to Baseri
2
-
1589
SH-22 to Agarri
3
-
1589
A/R to Rudor
1
-
1589
A/R to Bhaua to Nayawas
5
-
1589
200 m stone (precast)
-
-
-
A/R to Kanchanpur
16
-
364
SH-22 to Baseri
5
-
364
SH-22 to Agarri
8
-
364
A/R to Rudor
3
-
364
A/R to Bhaua to Nayawas
16
-
364
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
-
-
-
A/R to Bhaua to Nayawas
72.45
-
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
-
-
-
A/R to Bhaua to Nayawas
14.69
-
3529
Stone masonry in cement mortar for substructure complete as per drawing & MoRD specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In 1:5 cement mortar
-
-
-
A/R to Bhaua to Nayawas
152.49
-
3106
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised and Cut Type
-
-
-
A/R to Bhaua to Nayawas
138
-
82
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
-
-
-
A/R to Bhaua to Nayawas
27.6
-
237
Routine maintenance after completiion of construction works. (Qty in Km) Total Km 12.60
-
-
-
For 1st year (1.12%) Amt. 147470.00
1
-
147520
For 2nd year (1.43%) Amt. 188288.00
1
-
188352
For 3rd year (1.83%) Amt. 240956.00
1
-
241038
For 4th year (2.15%) Amt. 283090.00
1
-
283186
For 5th year (2.47%) Amt. 325224.00
1
-
325335
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