Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jul 2024
Closing Date18 Jul 2024
Tender Amount₹ 2,40,17,000
Costs
EMD
₹ 4,80,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_135183_16Bid Award Id
ViewTender No
CCERWCSBD Online - 03/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam(WBM) with Stone Screening 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(morum and sand admixture) to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
WBM Grade -II
28.13
109400
3889.11
WBM Grade -III
28.13
110537
3929.54
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
191.7
6138
32.02
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703 as per direction of the Engineer in charge
-
-
-
200 m stone
44
31269
710.67
Providing and fixing of retro 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 1701.2.3 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 300,800,1700 as per direction of the Engineer in charge.(600 mm circular)
-
-
-
800x600 mm
2
6153
3076.9
600 MM Circular
8
17974
2246.85
600 MM Triangular
12
16995
1416.29
600x600 mm
4
9602
2400.55
Construction of RCC Guide Posts of 250mm dia M15 grade cast-in-situ with 20mm nominal size aggregate,true to line and grade,tolerance of vertical RCC Posts not to exceed 1 in 500 as per drawing and Technical Specification clause 1608.2.
58
51285
884.23
Construction of subgrade / Earthern shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per MORD technical Specification Clause 303 with all leads & lift as per direction of the Engineer in charge (By mechanical means).
1090
266188
244.21
Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
553.33
189045
341.65
Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002.
46.46
56567
1217.5
Providing concrete for plain / reinforced concrete of M15 grade complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
-
-
-
In foundation
119.34
751700
6298.6
Upto Bed level
122.98
782348
6361.59
Providing reinforced concrete of M25 grade complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
-
-
-
Below Bed Level
60.88
472491
7761.15
Above Bed Level
51.89
438570
8452.74
Deck slab
51.38
473737
9221.17
Hand Rails
12
32612
2717.71
Providing reinforced concrete of M30 grade complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
-
-
-
Wearing course
7.71
58795
7629.78
Cutting, bending, binding and tying the grills and placing in position including cost of binding wires and HYSD reinforcing bars Surface Reinforcement to wing walls
-
-
-
Foundation
60.88
533841
8768.89
Sub-Structure
63.91
561534
8786.6
Super-Structure
58.4
521603
8931.72
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 retaing wall to the full hight, complete to firm condition complete as per drawing and technical specification 1204.3.8
43.2
43005
995.5
Providing and laying boulder apron for bed protection/ pitching on slopes 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 1300 of MoRD and as per the direction of the Engineer-in-charge.
108.38
251050
2316.31
Backfilling with granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
13.2
12868
975.02
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
80
8622
107.78
Construction of Un-Reinforced, Plain Cement Concrete Pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
112.5
822756
7313.39
Periodic Renewal
-
-
-
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 of MoRD & as per direction of Engineer-in-Charge.
39750
659452
16.59
Providing & Laying SEMI DENSE BITUMINOUS CONCRETE(SDBC) with batch type 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 and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MOSRT&H Specification for Road & Bridge works (4th Revision)(A/R-2006 page-175 item No-47).
993.75
10910500
10979.12
Routine Maintenance (After Renewal Coat)
-
-
-
BT Pavement
-
-
-
For 1st Year
10.6
367820
34700
For 2nd Year
10.6
433540
40900
For 3rd Year
10.6
615860
58100
For 4th Year
10.6
709140
66900
For 5th Year
10.6
793940
74900
CC Pavement
-
-
-
For 1st Year
0.3
8700
29000
For 2nd Year
0.3
8700
29000
For 3rd Year
0.3
8700
29000
For 4th Year
0.3
8700
29000
For 5th Year
0.3
8700
29000
Emergency works
(Work to be taken up as per the requirement & separate work order to be issued by PIU)
10.9
2183342
200306.69
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