Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 1,39,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_132765_8Tender No
CCERWCSBD Online - 65/2023-24Tender 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
137.82
348986
2532.19
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.
916.62
267928
292.3
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.
117
3746
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
12
8100
675.04
KM Stone
5
11659
2331.99
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
6167
3083.53
600 MM Circular
9
19495
2166.2
600 MM Triangular
10
14229
1422.91
600x600 mm
2
4639
2319.9
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.
158
128049
810.44
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).
1342.5
340390
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.
184.28
62959
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.
35.39
34057
962.36
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.
104.01
582563
5601.03
Upto Bed level
44.3
250606
5657.04
Above bed Level
48.01
274387
5715.22
Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
15.6
36204
2320.77
R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.
-
-
-
Pier cap
2.1
17876
8512.55
Dirt wall
2.7
30542
11312.08
Deck Slab
8.55
70606
8258.05
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawings and technical as per direction of E.I.C.
33.52
299367
8931.02
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
48
5148
107.26
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.
10687.5
173458
16.23
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).
267.19
2368062
8862.84
Routine Maintenance (After Renewal Coat)
-
-
-
BT Pavement
-
-
-
For 1st Year
2.85
98895
34700
For 2nd Year
2.85
116565
40900
For 3rd Year
2.85
165585
58100
For 4th Year
2.85
190665
66900
For 5th Year
2.85
213465
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)
3.15
630954
200303.03
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