Rural Works Department Tender
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Costs
EMD
₹ 1,05,426Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_138036_1Tender No
BR-12R-457Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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BOQ Items
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Above 600 mm to 900 mm dia Hume pipe
0.34
339
115.33
... More
Above 900 mm dia Hume pipe
0.49
580
284.58
... 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 as per Technical Specification Clause 301.5 . (Used 70% of the total cut material)
11.21
75
845.79
... 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 as per Technical Specification Clause 301.5 .
0.2
240
48.15
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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 100 m as per Technical Specification Clause 301.5 .
0.78
225
176
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Consrucrion of subgrade and earthen shoulders with approved material obtained from borrow pit with all lifts and leads,transporting to site, spreading,granding to required slope and compacted to meet requirment Table 300.2 as per technical specification clause-303.1 from 100m lead
1036.46
282
292706.67
... More
Consrucrion of subgrade and earthen shoulders with approved material obtained from borrow pit with all lifts and leads,transporting to site, spreading,granding to required slope and compacted to meet requirment Table 300.2 as per technical specification clause-303.1 from 1000m lead
259
244
63201.18
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Granular Sub-base/ base/ surface course with local materials (Table 400.13) by mix in place method normal construction of granular sub base by providing local material spreading in uniform layer with tractor with leveller on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achive the desire density complete as per clause 401.4 as per technical specification Clause 408 i) using naturaly occuring gravel
0.65
2007
1304.82
... More
WBM Grading 2 :-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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
15.28
4076
62296.41
... More
WBM Grading 3 :-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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
268.85
3953
1062968.38
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Prime Coat :- 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 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 of specification of Rular roads
4430.06
53
235191.89
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Tack Coat:- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. of specification of Rular roads
4430.06
18
80892.9
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Premix Carpet:- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
4430.06
196
869753.68
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Seal Coat:- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510
4430.06
66
293890.18
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Kilometre Stone
-
-
-
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
-
-
-
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Ordinary Kilometer Stone (Precast)
2
2388
4776.4
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200 m stone (precast)
4
688
2754.76
... More
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
-
-
-
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900 mm equilateral & triangle
3
5545
16636.71
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600 mm Circular
16
4946
79140.32
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(I)Providing and Fixing 'Logo' of PMGSY Project :-Providing and fixing of typical PMGSY 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
2
9839
19679.62
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HUME PIPE CULVERT
-
-
-
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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.
9.24
386
3571.54
... More
Providing PCC M 10 (1:3:6) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
0.92
5509
5068.87
... More
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
2.77
5320
14738.56
... More
Providing concrete for plain/reinforced concrete in Sub-Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M 15 (1:2.5:5)
26.22
5738
150472.38
... More
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 1000 MM
15
7030
105460.5
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
5
537
2687.45
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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
22.3
3513
78355.06
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1% LABOUR CESS
1
34471
34471.06
... More
10 % SEIGNIORAGE
1
155616
155616.73
... More
18% GST
1
654694
654694.88
... More
Maintainance for 1st year
1
74456
74456
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Maintainance for 2nd year
1
106306
106306
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Maintainance for 3rd year
1
166998
166998
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Maintainance for 4th year
1
208400
208400
... More
Maintainance for 5th year
1
249862
249862
... More
1% LABOUR CESS
1
8060
8060.22
... More
10 % SEIGNIORAGE
1
15953
15953
... More
18% GST
1
149406
149406.34
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