Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 99,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_135713_3Bid Award Id
ViewTender No
CCERWCSBD Online - 07/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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(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 Gr-III
33.75
96392
2856.06
Providing applying primer coat with bitumen emulsion (SS-I) over prepared surface of granular base including clearing road surface and spraying primer at the rate of 0.6 kg / sqm by mechanical means per clause 502 of MoSRT&H specification for road and bridge works
450
21487
47.75
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 as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
562.5
170898
303.82
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.
93.6
2997
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
10
7021
702.15
KM Stone
4
9922
2480.61
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
6170
3085.22
600 MM Circular
2
4473
2236.83
600 MM Triangular
2
2849
1424.61
600x600 mm
2
4781
2390.53
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.
149
129333
868.01
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).
737.38
186962
253.55
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.
182.25
62265
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.
20.25
29000
1432.12
Providing concrete for plain / reinforced concrete of M15 garde in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
177.75
1092207
6144.63
Upto Bed level
-
-
-
Above bed Level
-
-
-
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
135
14615
108.26
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.
60.8
452523
7442.82
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.
6583.5
107113
16.27
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).
164.59
1513080
9193.03
Routine Maintenance (After Renewal Coat)
-
-
-
BT Pavement
-
-
-
For 1st Year
2.09
63954
30600
For 2nd Year
2.09
75449
36100
For 3rd Year
2.09
107217
51300
For 4th Year
2.09
123310
59000
For 5th Year
2.09
138149
66100
CC Pavement
-
-
-
For 1st Year
0.16
4640
29000
For 2nd Year
0.16
4640
29000
For 3rd Year
0.16
4640
29000
For 4th Year
0.16
4640
29000
For 5th Year
0.16
4640
29000
Emergency works
(Work to be taken up as per the requirement & separate work order to be issued by PIU)
2.25
450717
200318.8
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