Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Mar 2022
Closing Date21 Mar 2022
Tender Amount₹ 3,32,12,626
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_76202_4Bid Award Id
ViewTender No
CCERWCSBD-Online-34/2021-22Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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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 1104 of MoRD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,and disposal upto a lead of 50m dressing of sides and bottom and backfilling with approved material upto a depth of 3m
4140.94
-
188.79
Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the Engineer-in-Charge..
11000
-
18.7
Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)
2255
-
554.3
Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
4228.13
-
1700.2
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of Engineer-in-Charge.
30250
-
36
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of Engineer-in-Charge.
30250
-
12.33
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
756.25
-
8241.42
Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 grade of Bitumen, transported to site, laid over a previously prepared surface with a hydroustatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H Specifications for Road and Bridge work
1512.5
-
6984.91
Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
31.22
-
604.76
Providing cement concrete M-15 with clean hard granite chips of 40mm. down graded size of approved quality and specification from approved quarry consistent with strength & cover of concrete of in position in layers not exceeding 150mm thick in the proper packing by means of vibrator to proper slope and to the required level including hoisting lowering laying concrete providing side shuttering & finishing all exposed surface smooth supplying & working of pumps, labour & T&P articles & all machineries, dewatering if required cost conveyance, royality & taxes of all materials complete as per specification & direction of the Engineer-in-Charge complete in all rerspects.
-
-
-
Foundation
135.19
-
4577.73
Sub-structure
458.6
-
4685
R.C.C of design mix M-25 having minimum cube strength of 250Kg./sqcm. on 150mm. cube at 28 days with clean hard granite chips of approved quality from approved quarry of IRC grading using minimum quantity of cement as per clause 303.5 of IRC-21/2000 & IS-456/2000 including hoisting,lowering & laying concrete in layers not exceeding 15cm in thick to the required thickness & compacting each layer by means of vibrator as per direction of the Engineer-in-Charge including watering & curing for 28 days including water tight shutterng & finishing the exposed surface smooth, providing grooves & beads where necessary with working of pumps, dewatering if required & other T&P machineries as may be required for the work including cost, conveyance royality, taxes etc. of all materials with all leads and lifts required for the work complete in all respect including cost of all labour excluding cost, conveyance of MS/Tor Steel labour for straightening, cutting, bending, binding & tying the grills & placing in proper position as per specification & approved drawing(to be paid separately as required for R.C.C. works) .
-
-
-
Super-structure
37.5
-
7645.31
Supply of HYSD bars confirming to grade Fe - 500D cutting bending, binding, lapping, splicing, welding etc. (conforming to IS 1786/1985 specification & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying in position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor ) standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987 as per direction of the Engineer in charge.
1.88
-
90773.1
Providing and laying reinforced cement concrete pipe NP3 of1000mm dia. 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.
-
-
-
1000mm dia
20
-
5677.63
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 and technical specifications Clause 1301
124.61
-
1228.59
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 as per drawing and MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
133
-
131.43
Providing Gravel backing including cost, conveyance, royality etc complete as per direction of Engineer in charge
10
-
681.8
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 as per approved drawing Clause 1701.2.2 and as per direction of EIC
-
-
-
600mm equilateral triangle
26
-
1789.26
800mm x600mm rectangular ( For Place Indentification)
6
-
1942.77
Rumbler with CC M-30
1.38
-
8241.42
Providing and fixing of typical 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 and as per direction of EIC
1
-
9537.69
Providing and fixing of typical CITIZEN INFORMATION 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 and as per direction of EIC
2
-
15104.61
Providing & fixing guard stones of R.C.C. M-15 grade guard / boundary post of standard design as per IRC-25 fixed position as per drawing and MoRD Technical Specifications Clause 1700 and as per direction of Engineer-in-charge.
240
-
577.28
Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
Fixing of 5th. Km. Stone
1
-
3512.92
Ordinary kilometer stone
5
-
2091.74
200 mm Stone
22
-
782.84
Bill No.6- Routine Maintenance
-
-
-
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 technical specifications Clause 1902
-
-
-
Ist year
104.5
-
288.05
2nd year
125.4
-
288.05
3rd year
150.48
-
288.05
4th year
180.58
-
288.05
5th year
216.69
-
288.05
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
-
-
-
Ist year
192.5
-
34.82
2nd year
231
-
34.82
3rd year
277.2
-
34.82
4th year
332.64
-
34.82
5th year
399.17
-
34.82
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
-
-
-
Ist year
315.27
-
13.84
2nd year
378.32
-
13.84
3rd year
453.98
-
13.84
4th year
544.78
-
13.84
5th year
653.73
-
13.84
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C specification Clause 1904.2
-
-
-
Ist year
110
-
258.73
2nd year
132
-
258.73
3rd year
158.4
-
258.73
4th year
190.08
-
258.73
5th year
228.1
-
258.73
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910
-
-
-
Ist year
5.5
-
1184.82
2nd year
6.6
-
1184.82
3rd year
7.92
-
1184.82
4th year
9.5
-
1184.82
5th year
11.4
-
1184.82
Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification Clause 1911
-
-
-
Ist year
30
-
1892.33
2nd year
36
-
1892.33
3rd year
43.2
-
1892.33
4th year
51.84
-
1892.33
5th year
62.21
-
1892.33
Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912
-
-
-
Ist year
5.5
-
587.34
2nd year
6.6
-
587.34
3rd year
7.92
-
587.34
4th year
9.5
-
587.34
5th year
11.4
-
587.34
Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914
-
-
-
Ist year
303
-
125.16
2nd year
363
-
125.16
3rd year
436
-
125.16
4th year
523
-
125.16
5th year
627
-
125.16
Cutting of shrubs from roadway orwith in R.O.W. and disposal of shrubs to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
Ist year
545
-
7.48
2nd year
653
-
7.48
3rd year
784
-
7.48
4th year
941
-
7.48
5th year
1129
-
7.48
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
Ist year
4950
-
2.55
2nd year
5940
-
2.55
3rd year
7128
-
2.55
4th year
8553.6
-
2.55
5th year
10264.32
-
2.55
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