Rural Works Department Tender
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Costs
EMD
₹ 64,862Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RWD_129151_1Bid Award Id
ViewTender No
BR-14R-356Tender Authority
Rural Works Department ViewPurchaser Address
-
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BOQ Items
BOX CUTTING:-Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
46.69
7970
170.72
Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess).
28.01
2083
74.39
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).
335.12
79899
238.42
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).
143.75
34737
241.65
Gravel/Soil Aggregate Base (Table 400.2) Grading I :- Construction 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 Clause 401.
106.23
242522
2282.99
WBM Grading 3 (By mannual 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
135.03
539687
3996.8
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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502..
1893.75
101467
53.58
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 bituminous surface cleaned with Hydaulic broom as per Technical Specification Clause 503.
1893.75
34750
18.35
COLD MIX SEAL SURFACING:- Providing, laying and rolling of close-graded premix surface material of 20 mm thickness composed of 13.2 mm to 0.9 mm(Type -B) aggregates using cold mix binder 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 IRC -SP-100-2014.
1893.75
490538
259.03
PANEL CONCRETE- Construction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(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 capasity 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 formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 100 mm .
54.38
408886
7519.75
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.
-
-
-
i) Ordinary Kilometer Stone (Precast)
2
4870
2435.42
ii) 200 m stone (precast)
3
2104
701.51
Providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per IRC :67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concreate 45cmx45cmx60cm ,60cm below ground level as per approved drawing.
-
-
-
i) 600 mm equilateral & triangle
6
21736
3622.83
ii) 600 mm circular
2
9893
4946.55
iii) 800 mm x 600 mm rectangular
6
41999
6999.87
iv) 600 mm x 450 mm rectangular
4
19244
4811.05
v) 900 mm octagonal
1
9001
9001.08
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
1
9702
9702
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.
-
-
-
i) for BT Road
102.7
83133
809.48
ii) for PCC Road
29
26623
918.05
Boundary Pillar: Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
12
7345
612.13
Road Markers/Road Stud with Lens Reflector
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
76
22382
294.5
Road Delineators
Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC- 79 and the drawings.
16
12564
785.29
Brick Masonary in C.M.(1:3) in parapet:Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
0.22
1354
6155.38
Plastering with cement mortar (1:4) : Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
9.68
1802
186.18
Painting Two Coats on New Plastered Surfaces: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
42.08
5297
125.9
Maintainance for 1st year
1
42831
42831
Maintainance for 2nd year
1
58740
58740
Maintainance for 3rd year
1
84006
84006
Maintainance for 4th year
1
106097
106097
Maintainance for 5th year
1
126085
126085
GST 18%
1
480744
480744.53
Labour Cess 1%
1
26708
26708.03
Seignorage Fee
1
65124
65124
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