Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Apr 2019
Closing Date3 May 2019
Tender Amount₹ 2,83,99,245
Costs
EMD
₹ 5,67,985Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77619_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/06/02/03Tender 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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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 as per Technical Specification clause-303.1 for earthen shoulder.
2688.57
-
320
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Sub Base and Base Courses (Non-Bituminous)
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-
-
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By Mix in Place Method: Construction of Granular sub-base (GSB -II) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstics of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
1792.38
-
2450.42
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Add 5% for extra widening at curves.
89.62
-
2450.42
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WBM Grading II , By Manual Means
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 Technical Specification Clause 405.
840.18
-
4064.18
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Add 5% for extra widening at curves.
42.01
-
4064.18
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WBM Grading III, By Manual Means
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 Technical Specification Clause 405.
840.18
-
4214.99
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Add 5% for extra widening at curves.
42.01
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4214.99
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Bituminous Surface Courses
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-
-
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Prime Coat with Bitumen Emulsion of Medium:
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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
11202.38
-
73.8
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Add 5% for extra widening at curves.
560.12
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73.8
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Tack Coat with Bitumen Emulsion
(ii) 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.
11202.38
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16.5
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Add 5% for extra widening at curves.
560.12
-
16.5
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20 mm thick Open Graded Premix Carpet using Bituminous emulsion as per Technical Specification Clause 508.2 (cold mix)
11202.38
-
232.52
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Add 5% for extra widening at curves.
560.12
-
232.52
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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 of Specification of Rural Roads.
Type C
11202.38
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78.63
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Add 5% for extra widening at curves.
560.12
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78.63
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Surface Drains in Soil
Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
(A) Manual Means.
1300
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60
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LINE DRAIN: STONE MASONRY DRAIN
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-
-
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Excavation for Structures
Earthwork in excavation for structures as per drawing and technical 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.
I. Ordinary Soil
(i) Upto 3 m depth
315
-
256
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Providing concrete (PCC grade M10) for plain concrete in open foundation including cost of form work as & where necessary, curing complete as
13.5
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7915.96
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204
202.5
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7718.34
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Plastering with cement mortar (1:4) 15mm thick on stone work/brick work as per drawing and technical specification clauses 613.3 & 1204 complete.
405
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300.58
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Cross Drainage: HP culvert
-
-
-
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Excavation for Structures
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specifications Clause 1104 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.
I. Ordinary Soil
(i) Upto 3 m depth
33.08
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256
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Plain cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawing & Technical Specification Clause 1109
1.68
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7915.96
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 - upto 5m height
(I) PCC Grade M 15
16.68
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8096.66
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Bedding for Pipe
(iii) Type A (Concrete Cradle) bedding.
Laying concrete bedding with M15 grade cement concrete as per clause 1105(i)
4.73
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7860.66
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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.
(B) 1000 mm dia
10
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8091
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Providing and laying filter material underneath pitching in alopes complete as per drawing and technical specification
1.81
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3617.58
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
(I) Stone / Boulder
7.46
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1862.36
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Traffic Signs and Road Appurtenances
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-
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Traffic sign
(A) Providing and fixing of retro reflectorised informatory sign on aluminium plate of size 600mm x 600mm 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 MS angle iron post 75mm x 75mm x 6mm firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.
vi) 600 mm x 600 mm square
4
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3779.42
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ii) 600 mm equilateral triangle
8
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3205.42
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iii) 600 mm circular
8
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3563.42
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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 Technical Specification Clause 1703 of Specification of Rural Roads.
ii) Ordinary Kilometer Stone (Precast)
4
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3250.6
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iii) 200 m stone (precast)
12
-
871.58
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Providing and fixing of Citizen's Information Board
Providing and fixing of typical Citizens' Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6 mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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
2
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36843.25
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Maintenance
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-
-
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Maintenance for 1st Year
3
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153274.33
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Maintenance for 2nd Year
3
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192176.33
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Maintenance for 3rd Year
3
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282480.33
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Maintenance for 4th Year
3
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338575
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Maintenance for 5th Year
3
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394589.67
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Maintenance for 6th Year Renewal Plan
3
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1236333.33
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