Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date23 Apr 2019
Closing Date23 May 2019
Tender Amount₹ 3,33,19,824
Costs
EMD
₹ 6,66,396Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77664_1Bid Award Id
ViewTender No
2018-19(IV)-MG/02/08/72Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base 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 and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(A) By Mix in Place Method. (i) For Grading I Material
2632.5
-
2114.37
Water Bound Macadam with Crushable Screenings
-
-
-
WBM Grading 3
Providing laying, spreading and compacting stone aggregates of specific sizes to water bounnd 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 3 as per Technical Specification Clause 405.
(A) By Manual Means.
750.94
-
3297.07
BITUMINOUS WORK
-
-
-
Prime Coat
High 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
10012.5
-
72.88
Tack Coat
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.
10012.5
-
16.38
OGPC
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
10012.5
-
221.08
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
10012.5
-
72.2
CONSTRUCTION OF 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 1000m as pe rTechnical Specification Clause 303.1.
1890
-
320
UNLINED SURFACE DRAIN
-
-
-
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 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
Manual Means
1770.3
-
60
Surface Drains in Ordinary Rock
Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
Manual Means
196.7
-
90
PROTECTION WORKS
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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
393.286
-
256
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications)
I. P.C.C grade M 10
(i) Nominal mix 1:3:6
49.48
-
7379.17
Random Rubble Dry Stone masonry with cement banded in cement mortar 1:5
733.913
-
5674.51
Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203.
A. Random Rubble Masonry (i) In cement mortar 1 : 4
1735
-
4964.01
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Technical Specification Clause 1204.3.8
267.6
-
2895.6
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
322.92
-
284.81
CROSS DRAINAGE-RCC HUMEPIPE NP3 CULVERTS
-
-
-
Excavation for Structures
Earthwork for excavation of foundation of structures upto 3 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
By Manual Means :
Ordinary rock (not requiring blasting)
739.44
-
256
Plain Cement Concrete M 10 (1:3:6 nominal size) in levelling course below open foundation of head walls as per drawings and Technical Specifiction Clause 1109.
Nominal mix 1:3:6 (hand mixing)
19.44
-
7379.17
Bedding for Pipe
Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete etc.
8.72
-
7374.33
Providing and Laying Reinforced Cement Concrete Pipe NP 3 as per Design in Single Row
Providing and laying reinforced cement concrete pipe NP3 for culvert 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 parapet as per Tachnical Specification Clause 1106
1000 mm dia
50
-
8666
Stone Masonry Work in cement mortar in foundation of head walls complete as per drawing and Technical Specification Clause 1109
In 1:4 cement mortar
352.56
-
4964.01
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
59.52
-
284.81
Filter material behind retaining wall/breast wall as per Technical Specification Clause 1204.3.8 in a width of 600 mm
87.76
-
3043.2
Backfilling behind abutment,wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8
Sandy Material
73.84
-
2144.71
ROAD SIGNAGE ETC
-
-
-
Kilometre Stone
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
(i) Ordinary Kilometer Stone (Precast)
3
-
2842
(ii) 200 m stone (precast)
10
-
799
Traffic Signs
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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 Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm 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 belowg round level as per drawings and Technical Specification Clause 801
(i)600 mm equilateral triangle
30
-
3003
(ii)600 mm circular
6
-
3361
PROVIDING AND FIXING 'LOGO' OF PMGSY:
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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-
-
(i) Citizen Informatory Board of PMGSY
1
-
36368
(ii) Providing & fixing Logo of PMGSY
2
-
12000
(iii) Maintenance board of PMGSY
1
-
30840
FIVE YEARS MAINTENANCE
-
-
-
(i) 1st Year
3
-
165562
(ii) 2nd Year
3
-
182118
(iii) 3rd Year
3
-
200330
(iv) 4th Year
3
-
220363
(v) 5th Year
3
-
242400
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