Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date
21 May 2020Closing Date
22 Jun 2020Tender Amount
₹ 55,46,686Costs
EMD
₹ 56,000Document Cost
₹ 1,120Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEMAH_92803_1Tender No
MH08- 64Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materia
-
-
-
I) Ordinary soil
155.51
-
559.7
II) Ordinary rock (not requiring blasting)
114.68
-
645.3
III) Hard rock (blasting Prohibited)
33.42
-
1131.6
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.
-
-
-
A1) For Abutment
122.23
-
130.2
A2) For Pier.
16.52
-
628.8
A3) For Return
103.9
-
60
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings
16.95
-
7049.55
Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings
31.99
-
7021.05
Plain/reinforced cement concrete M-25 in substructure complete as per drawings. i) Abutment ii) Piers iii) Riding Returns iv) Solid Returns
140.33
-
8366.8
Plain/reinforced cement concrete M-25 in substructure complete as per drawings A) For Abutment Cap B) For Pier Cap c) Dirt wall.
4.03
-
8357.7
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing
71.26
-
9516.75
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing
10.13
-
8876.9
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
20
-
257
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing
51.94
-
2031.2
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing. i) Abutment ii) Pier iii) Solid Return .
1.93
-
64271.85
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing. i) Abutment ii) Pier iii) Solid Return .
7.05
-
66153.45
Expansion joint with 25 mm thich bitumenous pad.
13.63
-
815
Providing Tar paper bearing of approved quality in proper size etc. complete..
9.06
-
17
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
44.47
-
3465.7
Backfilling behind abutment, wing wall and return wall complete as per drawings
52.25
-
2787
Sand filling in foundation trenches as per drawing
142.79
-
2847.45
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border.
0.75
-
5183
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area
975
-
2.5
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
792.22
-
62.6
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2
188.97
-
77.1
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
188.97
-
667.1
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction
135
-
28.3
Construction of subgrade 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
294
-
1204.8
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete
167.25
-
1425.7
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
40.79
-
3510.6
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 3
40.79
-
3510.6
Construction of Hard Shoulders
41.2
-
787.3
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 0.90- 1.2 kg/sqm using mechanical means
431.25
-
55.3
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
431.25
-
14.7
Providing and laying bituminous macadam 30 mm thick with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled to achieve the desire compaction as per Technical Speccification 504.(with 3.30% of bitumen by weight of mix)
12.94
-
9370.6
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
431.25
-
179.55
Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall
431.25
-
53
Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing
100
-
632.7
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
2
-
21041.8
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 gray colour on back with red reflective border of 65 mm width and required letters and figures 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 the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level
-
-
-
900 mm equilatral and triangle
2
-
3769.8
600 mm equilatral and triangle
2
-
2679.9
Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing.
1
-
15000
Providing and laying pitching on slopes laid over prepared filter media as per drawing
8.63
-
2994.6
Providing and laying filter material underneath pitching in slopes complete as per drawing
3.75
-
3772.1
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