Rural Works Department Tender
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Costs
EMD
₹ 1,27,723Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_138868_1Tender No
MMGSY-25-JAYNAGAR-01Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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BOQ Items
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Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
4.5
553
2488.64
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).
For 1000 m lead @ 20 %
259.12
240
62317.88
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For 100 m lead @ 80%
590.47
173
102523.65
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Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification
Clause 303.1. (Including Royality & Labour Cess).
613.55
243
149546.68
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Granular Sub-base with Well Graded Material (Table 400.1)
( By mix in place method ) For Grading I MaterialConstruction of granular sub- base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification
380.85
3619
1378669.38
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WBM Grading 3 (By Mechanical Means)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
189.19
4996
945197.02
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Prime Coat (Low porosity)
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 0.7- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
2522.48
51
129579.8
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Tack Coat
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per
technical specification aclouse 503.
2522.48
17
44521.77
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Mix Seal Surfacing
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification
2522.48
291
736236.24
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Supply and poviding NP2 300 mm dia hume pipe across carriageway in open
areas
15
1108
16621.05
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Kilometre stone
Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
ii) Km stone
2
2937
5874.12
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iii) 200 m stone
2
803
1606.02
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Retro-reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
600 mm equilateral & triangle, (Left Hand & Right Hand Curve & Narrow
BrIdge)
4
4619
18477.04
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600 mm x 450 mm rectangular, (School & Place board)
3
6193
18579
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
133.2
803
107016.88
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(I)Providing and Fixing 'Logo' of MMGSY Project
Providing and fixing of typical MMGSY 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
3
11878
35636.28
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HPC 1X1000 MM
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
0.01
385
3.85
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Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
0.01
7123
85.48
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (
M20 )
3.57
8048
28748.63
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Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106
-
-
-
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Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification
Clause 1701
41.28
126
5242.15
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Slab 1X2.0X1.5
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
74.32
385
28649.26
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Sand Filling in Foundation Trenches as per drawing and technical specification
Clause 1108.
1.01
537
543.18
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Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &
1203
10.99
7123
78260.97
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Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
47.22
7123
336352.62
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (
M15 (PCC 1:2.5:5)
22.69
7681
174260.69
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Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans
1204
6.67
8048
53698.46
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RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in
superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
3.69
9086
33493.43
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Supplying, fitting and placing HYSD bar reinforcement in super-structure
complete as per drawing and technical specifications
0.49
72490
35737.76
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
12
52
628.8
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Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
24
97
2328.24
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Drainage spouts complete as per drawing and technical specifications Clause
1209.
2
877
1754.4
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Painting on Parapet Wall Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
26.56
126
3372.85
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Add L.C. @ 1%
1
45607
45607
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Add Seigniorage Fee @ 10 %
1
102670
102670
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Add GST @ 18%
1
846520
846520.64
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1st Year Maintenance Cost
0.67
55390
36890
... More
2nd Year Maintenance Cost
0.67
63884
42547
... More
3rd Year Maintenance Cost
0.67
359707
239565
... More
4th Year Maintenance Cost
0.67
254719
169643
... More
5th Year Maintenance Cost
0.67
306693
204258
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ADD LABOUR CESS @ 1 %
1
6929
6929
... More
Add Seigniorage Fee @ 10% on Material Cost only
1
4073
4073
... More
ADD GST @ 18 %
1
126702
126702.9
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