Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date29 Nov 2018
Closing Date6 Dec 2018
Tender Amount₹ 2,05,55,268
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Bridge Across Nalla In Km. 5/350
Description
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Contact
Tender Id
2018_CEMAH_71217_8Bid Award Id
ViewTender No
NIT-32/GAD/2018-19(FIFTH CALL)Tender 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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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. [B1) For raft with cut off in sandy strata]
479.78
104606
218.03
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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. [B2) Other strata like B.C. Soil, Soft murum etc.]
479.78
77256
161.03
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Providing concrete for plain/reinforced concrete M 10 in open foundations complete as per drawings and technical specifications
59.12
467526
7908.1
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Providing and laying P.C.C. M-15 in substructure complete as per drawings and technical specification
355.25
2758409
7764.7
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing
250.32
535184
2138
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Providing and laying R.C.C. M 20 in substructure complete as per drawings
142.24
1245005
8752.85
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Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing
18.2
10802
593.55
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Providing and laying R.C.C. M 25 in substructure complete as per drawings
246.36
2255783
9156.45
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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
120
23904
199.2
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Sand filling in foundation trenches as per drawing
685.78
1485776
2166.55
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Providing Tar paper bearing of approved quality in proper size etc. complete
111.64
1802
16.15
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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
102.25
238779
2335.25
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Providing and laying reinforced cement concrete M-25 in superstructure as per drawing
214.27
2067351
9648.35
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Expansion joint with 25 mm thich bitumenous pad
42.51
32913
774.25
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Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 38kg / Cum complete as per drawing
25.91
251486
9706.15
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings
28.85
2189814
75903.45
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing
20.32
1569804
77254.15
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Backfilling with Granular material behind abutment, wing wall and return wall complete
114.64
271754
2370.5
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Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5 m interval and three rows of 50 mm dia steel pipes ( light ) including fixing in position on bridge deck complete
129.6
204942
1581.35
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Providing and fixing marble tablet of size as per description aand s per detailed drawings including moulding of marble / 1:2 CM border
0.75
3692
4923.85
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Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area
3830
7277
1.9
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Excavation for roadway in soil using mechanical means including cutting & pushing the earth to site of embankment up to a distance of 100 m including triming bottom & side slope in accordance with requirement of lines, grades & cross sections
413.25
31964
77.35
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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
309.94
24004
77.45
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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
4605.04
1543839
335.25
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Compacting original ground supporting embankment 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
399.33
11640
29.15
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Granular sub-base 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 wit rotavator at once and compacting with smooth wheel roller to achieve the desired density complete
196.31
273538
1393.4
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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 roller 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 by mechanical means
185.63
992907
5348.85
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Construction of Earthen Shoulders A) Earthen Shoulder
114.55
69783
609.2
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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 - 1.20 kg/sqm using mechanical means
1087.5
72536
66.7
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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
1087.5
13267
12.2
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Construction of Modified Penetration Macadam 50 mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction Bitumen (S-65)60/70 VG-30
1087.5
331850
305.15
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom
1087.5
11255
10.35
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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 By mechanical means Bitumen VG-30
1087.5
236313
217.3
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Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , Bitumen Grade VG-30
1087.5
66174
60.85
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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
2
38327
19163.5
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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
6738
3369.45
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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 [600 mm equilatral and triangle]
2
5068
2534.4
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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
14250
14250
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Providing and laying pitching on slopes laid over prepared filter media
125.88
269131
2138
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. 1000 mm dia pipe
30
109921
3664.05
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